《隧道建設(shè)》第36卷(2016年)總目次

《隧道建設(shè)》第36卷(2016年)總目次

·專家論壇·

漫談礦山法隧道技術(shù)第三講——錨桿

關(guān)寶樹(1期-1)

漫談礦山法隧道技術(shù)第四講——鋼架

關(guān)寶樹(2期-123)

漫談礦山法隧道技術(shù)第五講——襯砌(一)

關(guān)寶樹(3期-251)

漫談礦山法隧道技術(shù)第六講——襯砌(二)

關(guān)寶樹(4期-373)

漫談礦山法隧道技術(shù)第七講——纖維混凝土襯砌

關(guān)寶樹(5期-497)

漫談礦山法隧道技術(shù)第八講——中流動(dòng)性襯砌混凝土的應(yīng)用

關(guān)寶樹(6期-627)

鐵路隧道疑難工程地質(zhì)問題分析——以30多座典型隧道工程為例

何振寧(6期-636)

喀—雙深埋超特長輸水隧洞建設(shè)關(guān)鍵技術(shù)

鄧銘江， 周小兵， 崔 東， 馬 勇， 李文新， 徐明新(6期-666)

漫談礦山法隧道技術(shù)第九講——隧道開挖和支護(hù)的方法

關(guān)寶樹(7期-771)

漫談礦山法隧道技術(shù)第十講——軟弱圍巖隧道中開挖斷面早期閉合的施工技術(shù)

關(guān)寶樹(8期-887)

漫談礦山法隧道技術(shù)第十一講——談隧道施工機(jī)械化

關(guān)寶樹(10期-1163)

盾構(gòu)隧道管片接縫密封墊防水技術(shù)的現(xiàn)狀與今后的課題

朱祖熹(10期-1171)

城市地下綜合管廊建設(shè)管理模式及關(guān)鍵技術(shù)

譚忠盛， 陳雪瑩， 王秀英， 黃明利(10期-1177)

公路水下隧道地質(zhì)勘察技術(shù)分析

郭小紅(10期-1190)

軟硬不均地層盾構(gòu)技術(shù)的思考

郭衛(wèi)社(10期-1196)

漫談礦山法隧道技術(shù)第十二講——隧道情報(bào)化施工的“情報(bào)”

關(guān)寶樹(11期-1283)

漫談礦山法隧道技術(shù)第十三講——隧道施工精細(xì)化管理

關(guān)寶樹(12期-1403)

·研究與探索·

長春地鐵解放大路站基于三維數(shù)值模擬的地鐵車站施工工法優(yōu)化分析

戴文亭， 武 皓， 孫明志， 郝佰洲， 曹耀兮(1期-12)

北京地區(qū)PBA法施工暗挖地鐵車站地表變形分析

羅富榮， 汪玉華(1期-20)

廈門地區(qū)含鹽地層凍土力學(xué)性能試驗(yàn)研究

蘇文德, 周建軍(1期-27)

地震CT法在花崗巖球形風(fēng)化殘留體勘探中的試驗(yàn)研究

彭桂彬， 黨如姣， 李 洋， 楊克思， 朱培民(1期-32)

注漿壓力作用下隧道圍巖變形規(guī)律與安全控制

惠 冰， 張 立， 張慶松， 江 海， 張文俊, 柴 霞(1期-37)

寒區(qū)公路隧道消防管道放水保溫模式優(yōu)化研究

張玉偉， 李又云， 賴金星(1期-45)

漳龍高速公路擴(kuò)建隧道圍巖力學(xué)特性三維有限元分析

孫興山， 董會(huì)飛， 蘇興炬， 艾小威(1期-52)

TBM盤形滾刀重復(fù)破碎與二次磨損規(guī)律研究

張厚美(2期-131)

渤海海峽跨海通道地形三維可視化建模技術(shù)與實(shí)現(xiàn)

宋克志， 王夢(mèng)恕， 譚忠盛， 侯洪超， 劉桂賓(2期-137)

基于交通量和洞內(nèi)外亮度的調(diào)光控制系統(tǒng)應(yīng)用——以楚大高速公路九頂山特長隧道為例

鮑學(xué)俊， 呂曉峰， 夏 倩， 史玲娜(2期-143)

加工工藝對(duì)盾構(gòu)隧道環(huán)間錨式接頭受力影響的數(shù)值研究

張穩(wěn)軍， 張高樂， 蘇 忍， 金明明(2期-150)

砂土地層中隧道施工引起土層沉降的顆粒流模擬研究

王正興, 施 焱(2期-158)

山區(qū)單線鐵路隧道下穿高速公路隧道影響分區(qū)研究

袁 竹， 陳 勇， 王 柱(2期-164)

天津地鐵盾構(gòu)施工對(duì)地表沉降影響的風(fēng)險(xiǎn)評(píng)估及精細(xì)化控制研究

路 平， 鄭 剛, 張穩(wěn)軍， 雷華陽(2期-170)

FLAC3D流固耦合滲流模型探討

鄧思遠(yuǎn)， 楊其新， 蔣雅君， 陳 浩(2期-179)

隧道下穿引起地下管線豎向位移的計(jì)算方法研究

王春梅， 何越磊， 汪 磊， 李培超(2期-186)

西安地鐵穿越濕陷性黃土層處理原則與措施研究

羅章波(3期-257)

盾構(gòu)始發(fā)與接收時(shí)頂力的數(shù)值模擬研究——以北京地鐵15號(hào)線某盾構(gòu)直接切削玻璃纖維筋樁工程為例

劉 軍， 荀桂富， 王 芳， 金 鑫(3期-264)

地下工程水環(huán)境下三元乙丙橡膠防水卷材微觀特性研究

王慶國, 楊其新, 蔣雅君, 楊 娟(3期-270)

烏茲別克斯坦甘姆奇克隧道巖爆特點(diǎn)及其形成機(jī)制

鄧 偉， 劉成禹， 李紅軍， 郭志武(3期-275)

基于正交試驗(yàn)法的頂管端頭土體加固效果評(píng)價(jià)

吳 飛， 孫 陽， 邵國建， 錢 軍， 劉 勇(3期-282)

湛江灣跨海盾構(gòu)隧道管片變形與受力分析

林偉波， 楊小平， 嚴(yán)振瑞， 李 孟， 劉庭金(3期-288)

天津地鐵盾構(gòu)隧道四線交匯掘進(jìn)數(shù)值分析

徐子川， 李建高， 王長虹(3期-295)

秦嶺輸水隧洞施工對(duì)黑河金盆水庫的影響

李立民(4期-379)

隧道施工通風(fēng)分風(fēng)三通位置選擇研究

茍紅松， 吳元金， 李永生， 張文新(4期-384)

地質(zhì)因素對(duì)隧道圍巖松動(dòng)圈的影響分析——以重慶某隧道為例

田明昱， 王艷磊， 騰俊洋， 舒國鈞(4期-390)

適用于隧道混凝土裂縫修補(bǔ)的水性環(huán)氧樹脂改性砂漿性能研究

鞠向偉， 彭海龍， 高培偉， 姚應(yīng)征， 馬愛群， 張 駿(4期-398)

杭州環(huán)北大直徑泥水盾構(gòu)隧道下穿高鐵橋涵的實(shí)測(cè)分析

高東奇, 廖少明, 張 迪, 門燕青(4期-403)

2車道公路隧道射流風(fēng)機(jī)空間布局優(yōu)化的CFD分析

趙 黎， 閆治國(4期-411)

公路隧道施工變形監(jiān)測(cè)精度要求探討

夏才初， 那通興， 彭國才， 陳忠清(5期-508)

基于FP-Growth算法的盾構(gòu)掘進(jìn)參數(shù)與隧道管片滲漏關(guān)聯(lián)性分析

吳惠明， 楊 威， 姜 芃， 高新聞(5期-513)

地下水封儲(chǔ)油洞庫巖體分級(jí)與支護(hù)技術(shù)研究

陳慶懷， 溫新亮(5期-518)

基于LM-BP算法的隧道爆破振動(dòng)災(zāi)害預(yù)測(cè)的應(yīng)用

蔣 莉， 黃華東， 王先義， 陳樺深(5期-525)

地鐵盾構(gòu)隧道下穿高壓LNG(液化天燃?xì)?管線距離要求及沉降控制標(biāo)準(zhǔn)探討

張竹清(5期-531)

水泥特性對(duì)低堿液體速凝劑的適應(yīng)性影響

吳華明， 張建綱， 于 誠， 陸海梅(5期-537)

地鐵車站盾構(gòu)井處臨時(shí)環(huán)梁計(jì)算優(yōu)化分析

高 濤， 趙 芮(5期-544)

膨脹土地層泥水盾構(gòu)停機(jī)時(shí)開挖面破壞原因及防治措施研究——以揚(yáng)州瘦西湖隧道工程為例

張亞洲, 朱 偉, 陳 健, 閔凡路, 史海嶺(5期-549)

基于強(qiáng)度折減法的軟硬不均地層隧道開挖方法轉(zhuǎn)換時(shí)機(jī)研究

鄧建林(6期-676)

原材料含量對(duì)頂管施工觸變泥漿性能的影響

袁為嶺， 榮 亮， 楊紅軍(6期-683)

凍土帷幕設(shè)置加熱限位管時(shí)溫度場(chǎng)數(shù)值分析

胡 俊, 衛(wèi) 宏, 劉 勇(6期-688)

公路隧道排水泵站智能監(jiān)控系統(tǒng)設(shè)計(jì)

徐 敏， 姚年春， 丁 琳(6期-695)

盾構(gòu)慢速掘進(jìn)(停機(jī))沉降影響因素及控制措施探討

郭 幪(6期-701)

砂卵石地層地下水對(duì)盾構(gòu)隧道影響的離散元流固耦合分析

王 俊， 何 川， 李棟林， 齊 春， 周曉軍(6期-710)

高海拔隧道施工機(jī)械尾氣排放影響及減排措施研究

王 耀， 高菊茹， 張 博(6期-717)

深基坑格形地連墻支護(hù)結(jié)構(gòu)變形與土壓力研究

王 飛， 劉亞文， 蘇靜波， 馮 斌， 賈 順， 梁進(jìn)軍(6期-721)

基于風(fēng)險(xiǎn)視角的地鐵工程項(xiàng)目融資方案選擇研究

洪文霞， 楊 帆， 魏小朝(7期-782)

全風(fēng)化花崗巖地層特大斷面隧道施工過程支護(hù)受力分析

洪 軍, 張俊儒(7期-787)

盾構(gòu)隧道側(cè)穿高架橋樁基條件下群樁遮攔效應(yīng)分析

汪鵬程， 邵長征， 劉 志(7期-793)

考慮隔熱層的寒區(qū)隧道圍巖溫度徑向傳播規(guī)律及相關(guān)參數(shù)研究

李又云， 張玉偉， 張志耕(7期-800)

放坡疏浚對(duì)海陸交接段隧道穩(wěn)定性的影響研究

陳向紅， 陶連金， 劉春曉， 安林軒， 安軍海(7期-806)

動(dòng)靜條件下隧道爆破建筑結(jié)構(gòu)放大效應(yīng)特征分析

胡輝榮， 黃華東， 王先義， 李連超(7期-812)

CFRP布修復(fù)隧道中凍融損傷混凝土抗彎構(gòu)件力學(xué)性能研究

賈 良， 聶紅賓(7期-819)

西安地鐵側(cè)坡出入段線上跨既有隧道施工影響分析

劉 淼(7期-826)

多位移反分析淺埋偏壓隧道初期支護(hù)荷載分布研究

劉英棨， 張謝東， 陳衛(wèi)東， 徐順蓮， 張 行(7期-832)

公路隧道巷道式施工通風(fēng)瓦斯分布研究

曾 昌, 姚志剛, 范建國, 方 勇(7期-837)

共用地下連續(xù)墻深基坑影響下地鐵車站與隧道節(jié)點(diǎn)變形分析

冉岸綠， 李明廣， 陳錦劍， 王建華(7期-844)

立交隧道地質(zhì)敏感度及結(jié)構(gòu)適應(yīng)性研究

蔣樹屏， 謝 鋒， 王星星， 秦 峰， 秦之富(8期-897)

復(fù)合地層盾構(gòu)施工中泡沫對(duì)刀盤扭矩的影響分析及參數(shù)優(yōu)化

李 杰， 郭京波， 戴樹合， 張?jiān)鰪?qiáng)， 章 衛(wèi)， 牛江川(8期-906)

臨近鐵路坑中坑偏載基坑開挖支護(hù)結(jié)構(gòu)受力與變形規(guī)律研究

王培鑫， 周順華， 季 昌， 李 雪(8期-911)

西南某隧道襯砌混凝土中的硫酸鹽腐蝕破壞分析及對(duì)策

姜 騫， 石 亮， 劉建忠， 穆 松(8期-918)

東勝煤田新街礦區(qū)斜井保護(hù)煤柱設(shè)計(jì)的離散元分析

楊 旭， 項(xiàng)彥勇(8期-924)

飽水裂隙破壞模式及影響因素理論分析

廖 斌, 黃厚旭, 戎曉力, 張志成(8期-933)

地鐵暗挖車站多級(jí)楔形掏槽微振動(dòng)爆破參數(shù)研究

何 闖， 王海亮(8期-941)

拱北隧道工程中曲線頂管頂進(jìn)力實(shí)測(cè)分析

談力昕， 張 鵬， 謝紅明， 馬保松(8期-947)

沉管隧道管段浮運(yùn)中的水流阻力性能及其在回旋區(qū)轉(zhuǎn)體的流速流場(chǎng)模擬分析

何志敏， 李九福， 劉惠康， 張玉成， 余小強(qiáng)(9期-1023)

沉管隧道基礎(chǔ)灌砂管底壓力的監(jiān)測(cè)試驗(yàn)研究

鄭學(xué)平， 萬 超， 吳 剛， 沈永芳， 周恩先， 江劍琴(9期-1030)

內(nèi)河中游沉管隧道管節(jié)浮運(yùn)沉放水文窗口選擇研究

韓建坤(9期-1037)

紅谷沉管隧道GINA止水帶數(shù)值模擬分析

章 勇， 呂振綱， 楊銳銳， 禹海濤(9期-1045)

南昌紅谷隧道管段浮運(yùn)過程風(fēng)險(xiǎn)節(jié)點(diǎn)數(shù)值模擬及分析

鄧小新， 劉惠康， 張玉成， 管 蕾， 黃 珂(9期-1052)

大型內(nèi)河沉管隧道基礎(chǔ)灌砂模型試驗(yàn)及效果檢測(cè)技術(shù)研究

姚怡文， 吳 剛， 李志軍， 劉 敏(9期-1060)

沉管隧道健康狀態(tài)評(píng)價(jià)中權(quán)重確定的主—客觀融合方法

張 敏， 朱江華， 肖 洪， 徐向春(9期-1071)

紅谷隧道圍堰塑性混凝土防滲墻抗?jié)B性能分析

邵 陽， 傅鶴林， 劉維正， 孫廣臣(9期-1076)

風(fēng)載環(huán)境下隧道光纖光柵火災(zāi)探測(cè)器響應(yīng)和報(bào)警特性

姜學(xué)鵬， 陳 姝， 周 健(10期-1202)

污水盾構(gòu)管道管片結(jié)構(gòu)性能退化數(shù)值分析

李 忠， 丁仕文, 柳 獻(xiàn)， 楊先華， 魏立新(10期-1207)

凍融損傷對(duì)表面防水混凝土滲透性影響研究

王喜彬, 張 進(jìn), 馬志鳴， 管 庭(10期-1216)

孔中雷達(dá)法探測(cè)孤石的研究

黨如姣(10期-1221)

拱北隧道曲線鋼頂管接頭橡膠圈結(jié)構(gòu)數(shù)值模擬研究

張 鵬， 曾 聰， 王道偉， 黎 軒， 馬保松(10期-1226)

同段起爆炮孔間距對(duì)最大振速的影響分析

王亞朋， 王海亮， 何 闖， 魏棟棟， 李梓源(10期-1232)

基于流固耦合作用的單洞雙層隧道導(dǎo)洞開挖順序數(shù)值分析

楊子奇， 葛克水， 李 皓(10期-1237)

基于改進(jìn)統(tǒng)計(jì)模型的隧道定額最佳樣本量研究

楊亭棟， 李群善， 劉浩忠， 胡爾璽(10期-1245)

基于等效梁模型的盾構(gòu)隧道施工期管片上浮影響因素權(quán)重分析

黃鐘暉， 舒 瑤， 季 昌， 喬書光， 由效銘(11期-1295)

軟巖隧道臺(tái)階法與全斷面(含仰拱)法施工比較研究——以成蘭鐵路平安隧道為例

鮮 國(11期-1302)

理想點(diǎn)法在隧道塌方風(fēng)險(xiǎn)等級(jí)評(píng)價(jià)中的應(yīng)用

孫彥峰(11期-1310)

縱向通風(fēng)下不同坡形隧道火災(zāi)煙氣溫度分布特性研究

王玉鎖， 馮高飛， 吳 浩， 王 濤， 李正輝， 孫春華， 劉小剛(11期-1317)

粉煤灰摻量對(duì)噴射混凝土耐久性的影響試驗(yàn)

張俊儒， 王 衛(wèi)， 崔 耀， 歐小強(qiáng)(11期-1325)

基于圓形斷面的隧道溫度場(chǎng)有限差分計(jì)算模型

周小涵， 曾艷華， 白 赟， 魏英杰, 何 省(11期-1332)

基于BP神經(jīng)網(wǎng)絡(luò)方法的巖溶隧道突涌水風(fēng)險(xiǎn)預(yù)測(cè)

楊 卓， 馬 超(11期-1337)

隧道襯砌探地雷達(dá)檢測(cè)數(shù)值解析及應(yīng)用

許德根， 楊天春， 程 輝， 張 啟(11期-1343)

鄰近基坑卸荷—加載對(duì)既有軟土盾構(gòu)隧道影響分析

張劍濤， 姚愛軍， 郭海峰， 周一君， 胡 愈(11期-1348)

凍融循環(huán)對(duì)陽曲隧道黃土強(qiáng)度影響對(duì)比試驗(yàn)研究

余 翔， 楊更社， 葉萬軍， 田俊峰， 魏 堯(11期-1356)

昔格達(dá)組地層大斷面隧道變形特征分析

王志杰， 許瑞寧， 何能方(12期-1412)

軟土地層矩形頂管隧道工后地表沉降計(jì)算方法研究

魏 綱， 李志淵， 王 彬(12期-1421)

深層盾構(gòu)排水隧道PVC防水防蝕內(nèi)襯力學(xué)性能試驗(yàn)研究

柳 獻(xiàn)， 張 宸， 葉宇航， 楊先華， 魏立新(12期-1428)

隧道鎖腳錨管受力測(cè)試方法試驗(yàn)研究

羅彥斌， 陳建勛， 楊東輝， 李 棟(12期-1435)

隧道噪聲傳播擴(kuò)散規(guī)律及其檢測(cè)方案探討

陳立平， 方繼偉， 干嘯洪， 張守龍， 李芹子， 黃 俊(12期-1442)

復(fù)雜地層盾構(gòu)掘進(jìn)速率和刀盤扭矩預(yù)測(cè)模型及其地層適應(yīng)性研究

張志奇， 李 彤， 韓愛民， 蘇 明， 黃新強(qiáng)(12期-1449)

矩形盾構(gòu)隧道管片襯砌施工期結(jié)構(gòu)性能的現(xiàn)場(chǎng)試驗(yàn)研究： 結(jié)合上海虹橋臨空11-3地塊地下連接通道工程

梁 霄， 官林星， 溫竹茵， 孫 巍， 柳 獻(xiàn)(12期-1456)

基于熵權(quán)法的地鐵運(yùn)營安全模糊綜合評(píng)價(jià)方法研究

侯靖宇(12期-1465)

隧道圍巖結(jié)構(gòu)面數(shù)字識(shí)別及完整性評(píng)價(jià)方法

張延歡， 李利平, 劉洪亮， 楊為民， 石少帥(12期-1471)

平行裂隙條件下水幕孔間距與壓力對(duì)地下儲(chǔ)油洞庫水封性影響分析

趙少龍， 張樂文， 許振浩， 林 鵬， 何樹江 (12期-1478)

·規(guī)劃與設(shè)計(jì)·

南京地鐵過江隧道總體設(shè)計(jì)與施工

佘才高(1期-58)

未預(yù)留換乘節(jié)點(diǎn)的車站換乘方案研究——以北京地鐵車公莊站為例

帥六妹, 李國清(1期-66)

武漢I級(jí)階地某地鐵深基坑支護(hù)優(yōu)化及實(shí)測(cè)分析

霍曉波， 廖少明(1期-71)

莞惠城際鐵路礦山法隧道各級(jí)圍巖設(shè)計(jì)工法的適應(yīng)性分析及調(diào)整建議

聶振宇(2期-193)

無軌運(yùn)輸隧道施工輔助斜井型式探討

張海超， 蔡振宇(2期-200)

地鐵車站35/0.4 kV變電所接地設(shè)計(jì)探討

厲紅星， 高 婷(2期-206)

青島地鐵江蘇路站換乘方案研究

喻 敏(3期-301)

深基坑工程中膨脹力設(shè)計(jì)取值分析

許亞軍(4期-418)

城市軌道交通工程線路設(shè)計(jì)內(nèi)容及方法

張文正(4期-425)

深圳地鐵9號(hào)線深化設(shè)計(jì)中BIM的應(yīng)用及效果探討

蔣宗發(fā)， 毛強(qiáng)碩， 杜 峰， 張 立(4期-433)

設(shè)計(jì)時(shí)速 160 km 以下鐵路隧道(普貨、有砟軌道)內(nèi)輪廓標(biāo)準(zhǔn)研究

馬 濤， 陳時(shí)玉， 韓現(xiàn)民， 龔彥峰(5期-556)

高低湖區(qū)下的觀光隧道設(shè)計(jì)方案探討

張威振， 劉維萍(6期-728)

地鐵與上蓋綜合體客流流線設(shè)計(jì)思路分析——以廣佛地鐵金融高新區(qū)站為例

王 洋(6期-735)

下穿鐵路編組站大跨度架空頂進(jìn)地道橋關(guān)鍵技術(shù)研究

倪偉偉， 張俊岱， 黃 偉(6期-740)

硬巖中塔柱式車站合理埋深及結(jié)構(gòu)凈距研究

黃 松(7期-851)

新考塘隧道出口三線漸變段結(jié)構(gòu)選型與施工工法研究

洪 軍， 郭海滿， 張俊儒， 陳利杰(8期-953)

深圳地鐵人民南站復(fù)雜環(huán)境下設(shè)計(jì)與施工

丁先立(8期-960)

水下長大隧道排水系統(tǒng)設(shè)計(jì)問題探討

呂青松, 賀維國, 方祖磊, 程士好(11期-1361)

城市軌道交通盾構(gòu)隧道管片內(nèi)徑選擇研究

王國富， 唐卓華， 路林海(12期-1487)

北京地鐵金融街站與既有換乘站、規(guī)劃車站換乘方案研究

劉志廣， 張金偉， 段婉玲(12期-1492)

·施工技術(shù)·

淺埋暗挖大跨黃土隧道下穿地下行包通道沉降分析及對(duì)策

唐新權(quán)(1期-80)

某隧道底板大規(guī)模突水原因分析與處治技術(shù)

焦 雷, 鄒 翀, 徐海廷(1期-86)

隧道偏壓明洞錯(cuò)臺(tái)成因及工程對(duì)策

陳國富(1期-92)

優(yōu)化爆破參數(shù)進(jìn)行地鐵車站隧道控制爆破

何 闖， 王海亮(1期-97)

大直徑土壓平衡盾構(gòu)及其車站PBA法擴(kuò)挖技術(shù)

樂貴平， 黃齊武， 李宏安(2期-212)

長株潭城際鐵路淺埋高黏性上軟下硬不良地層土壓平衡盾構(gòu)施工技術(shù)研究

劉 輝， 楊海林(2期-221)

BIM虛擬技術(shù)在鐵路隧道施工管理中的應(yīng)用

王瀟瀟， 姬付全， 盧海軍， 陳富強(qiáng)， 陳培帥(2期-228)

盾構(gòu)近距離下穿既有地鐵隧道沉降控制技術(shù)研究

祝思然， 黃佩格， 矯偉剛， 張凱茵(2期-234)

黃島50萬m3地下液化石油氣水封洞庫庫容測(cè)量

呂宏權(quán)(3期-309)

大斷面隧道高壓富水變質(zhì)巖地層及構(gòu)造帶災(zāi)害處理技術(shù)——以舊堡隧道為例

孟慶余， 蘇 江， 方 偉(3期-315)

地鐵車站附屬工程仰挖施工風(fēng)險(xiǎn)及控制措施研究

徐 凌， 羅富榮(3期-320)

敞開式TBM斷層破碎帶脫困技術(shù)

董泗龍(3期-326)

盾構(gòu)在富水粉細(xì)砂層中長距離平行下穿有壓敏感管線施工控制技術(shù)

萬俊峰(4期-439)

天坪鐵路隧道瓦斯抽放防突技術(shù)

李永生， 楊立新， 王 棟， 羅占夫(4期-444)

單管雙層特長盾構(gòu)隧道內(nèi)部結(jié)構(gòu)預(yù)制施工技術(shù)——以南京緯三路過江盾構(gòu)隧道工程為例

王善高， 史世波, 舒 恒, 高凡丁, 李東升(4期-451)

超大斷面矩形頂管減阻技術(shù)在鄭州市下穿中州大道隧道工程中的應(yīng)用

楊紅軍， 榮 亮， 徐虎城(4期-458)

塌方影響下鳳嶺隧道貫通施工技術(shù)及數(shù)值模擬研究

張龍生， 翁賢杰(4期-465)

大連華昌變電站電纜隧道的套襯加固設(shè)計(jì)與施工

王蓉蓉， 漸明柱， 宋超業(yè)(4期-474)

砂土覆蓋型巖溶地層盾構(gòu)隧道施工地面注漿加固實(shí)例分析

錢 莊， 許燁霜， 沈水龍， 崔慶龍(4期-479)

南昌紅谷隧道沉管灌砂基礎(chǔ)施工技術(shù)

楊艷玲, 陳 旺, 萬安鑼(5期-562)

泥水盾構(gòu)穿越淺覆透水層施工關(guān)鍵技術(shù)研究

王明勝(5期-569)

桃樹坪隧道穿越富水粉細(xì)砂地層雙導(dǎo)洞超前法施工技術(shù)

張學(xué)文(5期-577)

一種改進(jìn)的硬質(zhì)巖深豎井反井施工技術(shù)及豎井圍巖壓力取值探討

郭繼林, 張俊儒, 李小剛, 李洪濤(5期-585)

小凈距雙洞隧道下穿建筑物爆破振速控制技術(shù)研究

李立功, 張亮亮, 劉 星(5期-592)

烏茲別克斯坦Qamchiq特長鐵路隧道縮短工期方案探討

劉 一， 謝大文(5期-600)

沈陽地鐵暗挖區(qū)間豎井及橫通道穿越建筑及生活垃圾填埋層綜合施工技術(shù)

王吉華(5期-606)

嚴(yán)寒地區(qū)TBM皮帶機(jī)冬季施工的研究與應(yīng)用

張 浩(5期-614)

復(fù)雜地質(zhì)條件下土壓平衡盾構(gòu)近距離下穿既有隧道的施工和監(jiān)測(cè)技術(shù)

朱紅霞(6期-748)

大斷面鐵路隧道塌方處理過程中初期支護(hù)結(jié)構(gòu)安全評(píng)估

高洪濤(6期-756)

關(guān)角隧道雙正洞巷道式通風(fēng)及節(jié)能升溫技術(shù)

陳麗敏(7期-857)

關(guān)角高風(fēng)險(xiǎn)隧道富水環(huán)境下施工降效技術(shù)經(jīng)濟(jì)分析

馬蘭誠(7期-862)

三角形面積法求隧道拱頂沉降的最優(yōu)監(jiān)測(cè)精度布設(shè)方案

楊 浩(7期-868)

土壓平衡盾構(gòu)接收脫困施工技術(shù)研究

李 海， 朱長松， 趙大朋(7期-872)

拱北隧道曲線頂管管幕施工關(guān)鍵技術(shù)

張 鵬， 潘建立， 劉應(yīng)亮， 馬保松(8期-968)

基坑混凝土支撐軸力監(jiān)測(cè)數(shù)據(jù)異常情況分析與探討

張 哲(8期-976)

廈門第二西通道陸域段施工技術(shù)問題探討

張金夫， 郝小蘇， 宋 林(8期-982)

復(fù)雜地層淺埋暗挖地鐵區(qū)間隧道近距離下穿地下商業(yè)街設(shè)計(jì)及施工關(guān)鍵技術(shù)

吳 昊(8期-988)

牡綏鐵路興源隧道軟巖大變形控制技術(shù)

徐 松(8期-997)

內(nèi)河中游南昌紅谷沉管隧道施工關(guān)鍵技術(shù)

何 毅(9期-1085)

長距離復(fù)雜水域環(huán)境中內(nèi)河沉管隧道管節(jié)浮運(yùn)風(fēng)險(xiǎn)分析及應(yīng)對(duì)措施

謝震靈， 何曉波(9期-1095)

南昌紅谷隧道E4管節(jié)軸線糾偏案例的分析與應(yīng)用

邢永輝， 張 毅， 李志軍(9期-1101)

南昌紅谷隧道管節(jié)安裝糾偏施工技術(shù)

謝震靈， 何曉波(9期-1106)

南昌紅谷沉管隧道江中模袋砂圍堰冬汛災(zāi)后土石圍堰重建施工技術(shù)

鄧 彪， 郭小龍， 李志軍(9期-1114)

南昌紅谷隧道管節(jié)沉放安裝可視化監(jiān)測(cè)技術(shù)

張 偉， 張 毅， 李志軍(9期-1120)

南昌紅谷隧道沉管外包防水施工技術(shù)

黃學(xué)軍(9期-1125)

沖擊映像法在沉管隧道基礎(chǔ)灌砂監(jiān)測(cè)中的應(yīng)用

王海龍， 郭 俊， 吳 剛， 沈永芳， 車愛蘭， 周恩先(9期-1132)

紅谷沉管隧道管節(jié)大體積混凝土溫控與防裂技術(shù)

彭再勇(9期-1139)

特高特大型充砂長管袋圍堰在紅谷沉管隧道工程中的應(yīng)用

郭小龍， 李志軍(9期-1147)

南昌紅谷隧道管節(jié)浮運(yùn)監(jiān)控技術(shù)研究

王崇明， 張 毅， 雷 鵬， 李志軍(9期-1155)

成蘭鐵路躍龍門隧道H2S整治措施的探討

周躍峰， 李傳富， 宋貴明(10期-1251)

偏壓隧道洞口耳墻式護(hù)拱進(jìn)洞支護(hù)技術(shù)研究與應(yīng)用

袁森林(10期-1258)

微上臺(tái)階開挖法在甘姆奇克隧道巖爆段的應(yīng)用

焦 雷， 鄒 翀， 李紅軍， 劉洪震， 郭志武(10期-1263)

高瓦斯盾構(gòu)隧道施工控制關(guān)鍵技術(shù)分析

祝和意(11期-1366)

礦山法擴(kuò)挖盾構(gòu)隧道修建大斷面隧道施工技術(shù)

陳瑞征， 胡威東， 李新平(11期-1372)

微動(dòng)探測(cè)方法在城市地鐵盾構(gòu)施工“孤石”探測(cè)中的應(yīng)用——以福州地鐵1號(hào)線為例

劉宏岳， 黃佳坤， 孫智勇， 宗全兵(12期-1500)

運(yùn)營鐵路隧道襯砌背后較大空洞的精確檢測(cè)技術(shù)

龔 倫， 仇文革， 王立川， 王希元(12期-1507)

天津地鐵6號(hào)線西青道站—南運(yùn)河站區(qū)間盾構(gòu)到達(dá)接收措施失效處理實(shí)例

李 海， 朱長松(12期-1512)

隧道施工期超前預(yù)報(bào)地質(zhì)雷達(dá)異常干擾識(shí)別及處理

周 輪, 李術(shù)才, 許振浩, 吳 靜, 何樹江, 黃 鑫, 朱興禮(12期-1517)

·施工機(jī)械·

不同幾何結(jié)構(gòu)的TBM刀盤靜力學(xué)性能對(duì)比分析

趙振威， 鄭康泰， 李 楠， 馬常成(1期-102)

基于Mckyes-Ali模型盾構(gòu)刀具切削軟土三維力學(xué)模型研究

楊振興， 周建軍(1期-108)

TBM及其施工技術(shù)在中國的發(fā)展與趨勢(shì)

荊留杰， 張 娜， 楊 晨(3期-331)

雙模式TBM刀具破巖試驗(yàn)臺(tái)設(shè)計(jì)

趙昌盛， 管會(huì)生, 楊延棟， 何 彬， 田志杰(3期-338)

基于刀盤摩擦扭矩參數(shù)的刀具磨損狀態(tài)識(shí)別

左翠鳳， 唐德高， 戎曉力， 廖 斌(3期-344)

布置參數(shù)對(duì)TBM邊緣滾刀受力的影響

鄭 聰， 趙 威， 張海豐， 馬保松(3期-349)

復(fù)合盾構(gòu)滾刀磨損的無線實(shí)時(shí)監(jiān)測(cè)系統(tǒng)

孫志洪， 李東利， 張家年(4期-485)

大直徑泥水盾構(gòu)復(fù)雜地層長距離掘進(jìn)過程中的泥漿管路磨損研究

黃 波， 李曉龍， 陳長江(4期-490)

接收車站封閉條件下盾構(gòu)拆機(jī)解體技術(shù)探析

李 海， 朱長松(5期-619)

TBM主軸承密封滑道設(shè)計(jì)及安裝工藝

張 嘯， 賀 飛， 李普慶， 趙振威(6期-762)

電渦流傳感器在盾構(gòu)滾刀磨損監(jiān)測(cè)系統(tǒng)中的應(yīng)用研究

李東利， 孫志洪， 任德志， 孫 偉(6期-766)

過江隧道大型泥水盾構(gòu)刀具使用與管理

季玉國， 楊榮斌(7期-877)

不同結(jié)構(gòu)參數(shù)下盾構(gòu)切刀切削土體數(shù)值模擬研究

申會(huì)宇， 張威威， 張家年(7期-881)

垂直皮帶機(jī)用于地鐵TBM施工的可行性探討

齊夢(mèng)學(xué)(8期-1004)

蘭州地鐵砂卵石地層土壓平衡盾構(gòu)刀具使用壽命延長技術(shù)

劉 奇, 靳世鶴(8期-1011)

大直徑硬巖掘進(jìn)機(jī)(TBM)在吉林中部城市引松供水工程四標(biāo)TBM3的應(yīng)用

賀 飛, 曾祥盛, 齊志沖(8期-1016)

矩形頂管在城市地下空間開發(fā)中的應(yīng)用及前景

賈連輝(10期-1269)

PBA工法新型鋼管柱吊裝臺(tái)車的設(shè)計(jì)及應(yīng)用

張 慶(10期-1277)

廈門軌道交通2號(hào)線跨海段盾構(gòu)滾刀磨損與更換預(yù)測(cè)

許黎明, 楊延棟, 周建軍, 陳 饋， 蔡光遠(yuǎn)(11期-1379)

泥水盾構(gòu)泥漿管路磨損與減振處理技術(shù)

董伯讓(11期-1385)

盾構(gòu)姿態(tài)控制研究

王春凱(11期-1389)

全斷面巖石隧道掘進(jìn)機(jī)滾刀磨損影響因素分析

楊延棟， 陳 饋， 郭 璐， 李 星(11期-1394)

高黎貢山隧道高適應(yīng)性TBM設(shè)計(jì)探討

陳 饋， 楊延棟(12期-1523)

盾構(gòu)導(dǎo)向系統(tǒng)的研制與應(yīng)用

王建林， 林海榮(12期-1531)

·典型工程·

高速鐵路黃土隧道群修建技術(shù)與應(yīng)用——張茅大斷面黃土隧道修建技術(shù)成果總結(jié)

楊建民(1期-113)

京廣高速鐵路石家莊六線隧道建設(shè)關(guān)鍵技術(shù)

萬 清， 李懷鑒， 杜華林， 馬志富， 張桂揚(yáng)， 于全勝， 劉 勇， 王 眾(2期-241)

青藏鐵路西格二線關(guān)角隧道關(guān)鍵技術(shù)

陳紹華(3期-355)

·消息·

中國“智”造世界最大斷面矩形盾構(gòu)頂管機(jī)在大連下線

(1期-11)

我國自主研發(fā)的世界最小直徑硬巖掘進(jìn)機(jī)成功下線

(1期-31)

煙大海底隧道施工方案出爐

(1期-36)

我國首臺(tái)自主研制的小直徑泥濃式盾構(gòu)在南京始發(fā)

(1期-51)

國內(nèi)最大擁有自主知識(shí)產(chǎn)權(quán)土壓平衡盾構(gòu)將由中國中鐵裝備造

(1期-57)

我國自主研制的首批雙護(hù)盾TBM在成都完成總裝調(diào)試并成功下線

(1期-91)

中烏合作“中亞第一長隧”有望2016年上半年竣工

(1期-101)

中鐵隧道集團(tuán)洪開榮入選2015年國家百千萬人才工程

(2期-142)

全國最深井筒式地下立體車庫將于2016年3月在杭州啟用

(2期-157)

研究盾構(gòu)新技術(shù) 滿足復(fù)雜地質(zhì)條件下隧道施工

(2期-163)

我國自主研制的世界最小直徑(3.53 m)硬巖掘進(jìn)機(jī)成功下線

(2期-192)

國內(nèi)首臺(tái)過海隧道盾構(gòu)——成功號(hào)在廈門始發(fā)

(2期-199)

《隧道建設(shè)》2015年審稿專家名單

(2期-205)

國產(chǎn)首臺(tái)鐵路大直徑盾構(gòu)在珠海順利始發(fā)

(2期-233)

汕頭海灣隧道圍堰主體工程已基本完成

(2期-233)

上海將新增9條軌交 含城際鐵路共250 km

(2期-250)

王夢(mèng)?。?加快建設(shè)渤海海峽跨海隧道

(3期-281)

成都將建成亞洲最大地鐵停車場(chǎng)

(3期-287)

國內(nèi)首臺(tái)全電腦三臂鑿巖臺(tái)車在長沙下線

(3期-314)

青島地鐵1號(hào)線將全線開工 系國內(nèi)最長地鐵區(qū)間跨海隧道

(3期-330)

烏茲別克斯坦安琶鐵路甘姆奇克隧道全隧順利貫通

(3期-343)

港珠澳大橋首個(gè)曲線段沉管預(yù)制完成

(4期-402)

全球最長鐵路隧道(長57 km)將運(yùn)行 將瑞士南北相連

(5期-507)

國產(chǎn)異形盾構(gòu)后來居上 創(chuàng)新成果用于國際重大工程

(5期-524)

我國首條穿越黃河的地鐵隧道在蘭州貫通 攻克“世界級(jí)難題”

(5期-530)

亞洲最長地鐵站——深圳地鐵10號(hào)線平湖中心站全面開工

(5期-543)

青島華夏橡膠有限公司

(5期-561)

綜合管廊相關(guān)介紹

(5期-576)

我國申報(bào)軌道交通建設(shè)獲批城市分布名單

(5期-591)

全國鐵路隧道情況匯總

(5期-626)

世界其他國家綜合管廊發(fā)展歷程及建設(shè)情況

(6期-635)

國內(nèi)最深地鐵車站挑戰(zhàn)百米級(jí)地下連續(xù)墻紀(jì)錄

(6期-761)

世界首臺(tái)應(yīng)用于砂卵石地層的矩形盾構(gòu)式頂管機(jī)成功下線

(6期-770)

由中鐵隧道集團(tuán)施工的“極高風(fēng)險(xiǎn)隧道”——蘭渝鐵路木寨嶺隧道貫通

(7期-831)

打造國內(nèi)最長城市隧道群——杭州紫之隧道全線貫通

(7期-850)

海口首條地下綜合管廊主體完工 燃?xì)馊肜瘸扇珖桌?/p>

(7期-867)

2016年中國主要城市軌道交通(地鐵)通車?yán)锍膛判?/p>

(8期-905)

瑞士全球最長鐵路隧道開通 計(jì)劃2016年底投入使用

(8期-923)

紅谷隧道建成國內(nèi)最大水下立交 首設(shè)水下救援通道和疏散中心

(8期-940)

港珠澳大橋海底隧道直線段管節(jié)成功安裝完畢 對(duì)接誤差僅3 mm

(8期-959)

中鐵隧道集團(tuán)承建渝黔鐵路全線最長高風(fēng)險(xiǎn)隧道——天坪隧道貫通

(8期-1003)

南昌紅谷隧道重點(diǎn)工序

(9期-1044)

南昌紅谷隧道工程簡(jiǎn)介及施工過程視頻二維碼

(9期-1094)

南昌紅谷隧道施工管理要點(diǎn)

(9期-1113)

南昌紅谷隧道已在《隧道建設(shè)》發(fā)表的文章摘要

(9期-1161)

43個(gè)城市軌道交通建設(shè)規(guī)劃獲批 年投資額超3 000億元

(10期-1189)

世界最大水下鐵路盾構(gòu)隧道——佛莞城際鐵路獅子洋隧道盾構(gòu)“獅子洋號(hào)”在廣州番禺成功始發(fā)

(10期-1206)

港珠澳大橋海底隧道首節(jié)曲線段沉管完成對(duì)接

(10期-1276)

隧道“奧斯卡”頒布 中國隧道獲5項(xiàng)提名 2項(xiàng)大獎(jiǎng)

(11期-1294)

全球最大斷面類矩形盾構(gòu)隧道在寧波貫通

(11期-1301)

再制造突破盾構(gòu)主軸承自主研制瓶頸 我國開始擁有盾構(gòu)再制造行業(yè)“話語權(quán)”

(11期-1309)

2016年前10個(gè)月我國鐵路投資6 234億元 同比增長9.8%

(11期-1316)

世界最大斷面矩形盾構(gòu)隧道在天津貫通

(11期-1324)

新加坡首條矩形盾構(gòu)隧道貫通

(11期-1324)

中鐵一局承建的世界海拔最高特長公路隧道貫通

(11期-1331)

國內(nèi)首條全線采用預(yù)埋滑槽技術(shù)的深圳地鐵9號(hào)線開通運(yùn)營

(11期-1342)

亞洲第一長隧——大瑞鐵路高黎貢山隧道工程順利推進(jìn)

(11期-1378)

國內(nèi)自主設(shè)計(jì)制造最大直徑土壓平衡盾構(gòu)在鄭州隆重下線

(11期-1400)

中國全斷面隧道掘進(jìn)機(jī)械行業(yè)現(xiàn)狀和發(fā)展

(11期-1401)

亞洲最長的單洞雙線高鐵隧道即將施工建設(shè)

(12期-1420)

國內(nèi)首臺(tái)帶動(dòng)力地鐵隧道沖洗車問世

(12期-1434)

京沈客專望京隧道項(xiàng)目10.9 m超大直徑泥水盾構(gòu)下線

(12期-1455)

國內(nèi)首條海域超大直徑復(fù)合地層盾構(gòu)法隧道西線貫通 2017年有望全線通車

(12期-1530)

2016—2018年全國重大軌道交通工程重點(diǎn)推進(jìn)項(xiàng)目

(12期-1539)

·廣告目次·

廣告目次

(4期-438，6期-700，7期-825，8期-975，10期-1231,11期-1393，12期-1522)

Tunnel Construction

ANNUAL CONTENTS(Vol.36, 2016)

Expert Forum

Tunneling by Mining Method: Lecture Ⅲ: Anchor Bolts

GUANBaoshu(No.1-1)

Tunneling by Mining Method: Lecture Ⅳ: Steel Arch

GUANBaoshu(No.2-123)

Tunneling by Mining Method： LectureⅤ： Lining Ⅰ

GUANBaoshu(No.3-251)

Tunneling by Mining Method: Lecture Ⅵ: Lining Ⅱ

GUANBaoshu(No.4-373)

Tunneling by Mining Metho: Lecture Ⅶ: Fiber Concrete Lining

GUANBaoshu(No.5-497)

Tunneling by Mining Method: Lecture Ⅷ: Application of Medium Fluidity Lining Concrete

GUANBaoshu(No.6-627)

Analysis of Geological Problems of Railway Tunnels: Case Study of Typical Tunnels

HEZhenning(No.6-636)

Key Technologies for Deep Super-long Water Diversion Tunnels: A Case Study of Ka-Shuang Tunnel

DENGMingjiang,ZHOUXiaobing,CUIDong,MAYong,LIWenxin,XUMingxin(No.6-666)

Tunneling by Mining Method: Lecture Ⅸ: Methods for Tunnel Excavation and Support

GUANBaoshu(No.7-771)

Tunneling by Mining Method: Lecture Ⅹ: Construction Technologies for Early Close of Excavation Cross-section of Tunnel in Soft and Weak Surrounding Rocks

GUANBaoshu(No.8-887)

Tunneling by Mining Method: Lecture Ⅺ: Mechanization of Tunnel Construction

GUANBaoshu(No.10-1163)

State-of-art and Developing Direction of Waterproofing Technology for Sealing Gasket of Shield Tunnel Segment Joints

ZHUZuxi(No.10-1171)

Construction Management Model and Key Technologies for Underground Utility Tunnels in Urban Areas

TANZhongsheng,CHENXueying,WANGXiuying,HUANGMingli(No.10-1177)

Analysis of Geological Investigation Technologies for Underwater Highway Tunnels

GUOXiaohong(No.10-1190)

Reflecting on Technologies for Shield Tunneling in Heterogeneous Ground

GUOWeishe(No.10-1196)

Tunneling by Mining Method: Lecture Ⅻ: Information of Tunnel Informationized Construction

GUANBaoshu(No.11-1283)

Tunneling by Mining Method: Lecture ⅩⅢ: Refined Management of Tunnel Construction

GUANBaoshu(No.12-1403)

Research

Optimization of Construction Methods for Jiefanglu Station of Changchun Metro Using Three-dimensional (3D) Numerical Simulations

DAIWenting,WUHao,SUNMingzhi,HAOBaizhou,CAOYaoxi(No.1-12)

Analysis on Ground Surface Deformation of Mined Metro Station Constructed by PBA Method in Beijing

LUOFurong,WANGYuhua(No.1-20)

Experimental Study on Mechanical Properties of Salt-bearing Frozen Soil in Xiamen, China

SUWende,ZHOUJianjun(No.1-27)

Experimental Study on Seismic CT Method Used in Detection of Spherical Weathered Granite Residue

PENGGuibin,DANGRujiao,LIYang,YANGKesi,ZHUPeimin(No.1-32)

Deformation Regulation and Safety Control of Tunnel Surrounding Rocks Under Different Grouting Pressures

HUIBing,ZHANGLi,ZHANGQingsong,JIANGHai,ZHANGWenjun，CHAIXia(No.1-37)

Optimization of Thermal Insulation Mode with Water Releasing for Fire Fighting Water-supply Pipeline of Highway Tunnels in Cold Regions

ZHANGYuwei,LIYouyun,LAIJinxing(No.1-45)

3D Finite Element Analysis on Mechanical Characteristics of Surrounding Rocks of Expansion Project: A Case Study on Houci Tunnel on Zhangzhou-Longyan Highway

SUNXingshan,DONGHuifei,SUXingju,AIXiaowei(No.1-52)

Study on Relationship Between Repeated Cutting and Secondary Wear of TBM Disc Cutter

ZHANGHoumei(No.2-131)

3D Terrain Visualized Modeling Technologies for Bohai Strait-crossing Tunnel

SONGKezhi,WANGMengshu,TANZhongsheng,HOUHongchao,LIUGuibin(No.2-137)

Application of Dimming System Based on Vehicle Amount and Luminance Inside/Outside Tunnel: A Case Study on Jiudingshan Extra-long Tunnel on Chuxiong-Dali Expressway

BAOXuejun,LYUXiaofeng,XIAQian,SHILingna(No.2-143)

Numerical Study on Influence of Manufacturing Process on Mechanical Properties of Longitudinal Anchor Joint for Shield Tunnel

ZHANGWenjun,ZHANGGaole,SURen,JINMingming(No.2-150)

Study on Ground Settlement Induced by Tunneling in Sandy Strata Using PFC2D

WANGZhengxing,SHIYan(No.2-158)

Study on Influence Zoning of Single-track Railway Tunnel Under-passing Expressway Tunnel at Mountainous Areas

YUANZhu,CHENYong，WANGZhu(No.2-164)

Study on Risk Assessment and Fined Control of Influence of Shield Tunneling on Ground Surface Settlement: A Case Study on Tianjin Metro

LUPing,ZHENGGang,ZHANGWenjun,LEIHuayang(No.2-170)

Discussion on Seepage Model Based on FLAC3D Solid-fluid Coupling

DENGSiyuan,YANGQixin,JIANGYajun,CHENHao(No.2-179)

Calculation Method for Settlement of Underground Pipelines Induced by Shield Undercrossing

WANGChunmei,HEYuelei,WANGLei,LIPeichao(No.2-186)

Treating Principle of and Countermeasures for Collapsible Loess: Case Study on Lintong Line of Xi’an Metro

LUOZhangbo(No.3-257)

Study on Numerical Simulation of Thrusting Force of Shield Launching and Receiving: A Case Study on Glassfiber Reinforced Plastic (GFRP) Pile Cut Directly by Shield Machine Used in Line No. 15 of Beijing Metro

LIUJun,XUNGuifu,WANGFang,JINXin(No.3-264)

Study on Microstructural Characteristics of Ethylene-Propylene-Diene Monomer Waterproof Sheet in Groundwater Environment

WANGQingguo,YANGQixin,JIANGYajun,YANGJuan(No.3-270)

Mechanism of Rockburst of Qamchiq Tunnel in Uzbekistan

DENGWei,LIUChengyu,LIHongjun,GUOZhiwu(No.3-275)

Evaluation of Reinforcement Effect of Ends Soil in Pipe Jacking Machine Launching and Arrival Based on Orthogonal Experiment Method

WUFei,SUNYang,SHAOGuojian,QIANJun,LIUYong(No.3-282)

Analysis on Deformation and Stress of Segment of Zhanjiang Bay Sea-crossing Shield Tunnel

LINWeibo,YANGXiaoping,YANZhenrui,LIMeng,LIUTingjin(No.3-288)

Numerical Analysis of Interaction of Excavation of Four Adjacent Shield Tunnels: A Case Study on Tianjin Metro

XUZichuan,LIJian’gao,WANGChanghong(No.3-295)

Influence of Construction of Qinling Water Diversion Tunnel on Jinpen Dam at Heihe Valley

LILimin(No.4-379)

Selection of Location of Ventilation T-junction in Tunnel Construction

GOUHongsong,WUYuanjin,LIYongsheng，ZHANGWenxin(No.4-384)

Analysis of Influence of Geological Factors on Loose Zone of Surrounding Rock: A Case Study of A Tunnel in Chongqing

TIANMingyu,WANGYanlei,TENGJunyang,SHUGuojun(No.4-390)

Study of Properties of Modified Aqueous Epoxy Mortar Used in Rehabilitation of Tunnel Concrete Cracks

JUXiangwei,PENGHailong,GAOPeiwei,YAOYingzheng,MAAiqun,ZHANGJun(No.4-398)

Analysis of Monitoring of Large Diameter Slurry Shield Tunnel Crossing Underneath High-speed Railway Bridge and Culvert： Case Study on North Huancheng Road Underground Expressway in Hangzhou

GAODongqi,LIAOShaoming,ZHANGDi,MENYanqing(No.4-403)

Computational Fluid Dynamics (CFD) Analysis of Spatial Layout Optimization of Jet Ventilation Fan Used in Two-lane Road Tunnel

ZHAOLi,YANZhiguo(No.4-411)

Discussion on Deformation Monitoring Accuracy of Highway Tunnel Construction

XIACaichu,NATongxing,PENGGuocai,CHENZhongqing(No.5-508)

Relevancy Analysis of Shield Tunnel Boring Parameters and Leakage of Tunnel Segment by Means of FP-Growth Algorithm

WUHuiming，YANGWei，JIANGPeng,GAOXinwen(No.5-513)

Study of Rock Mass Classification and Support Technology of Underground Water-sealed Petroleum Storage Caverns

CHENQinghuai,WENXinliang(No.5-518)

Application of Tunnel Blasting Vibration Disaster Prediction Based on LM-BP Neural Network

JIANGLi,HUANGHuadong,WANGXianyi,CHENHuashen(No.5-525)

Discussion on Distance Requirement and Settlement Control Standard of Metro Shield Tunnel Crossing Underneath High-pressure Liquefied Natural Gas (LNG) Pipe-line

ZHANGZhuqing(No.5-531)

Adaptability of Cement Properties to Low-alkali Liquid Setting Accelerator

WUHuaming,ZHANGJiangang,YUCheng,LUHaimei(No.5-537)

Optimization Analysis of Calculation of Temporary Ring Beam of Shield Hoisting Shaft of Metro Station

GAOTao,ZHAORui(No.5-544)

Study of Causes and Countermeasure of Excavation Face Failure of Slurry Shield Tunnel Stopping Section in Expansive Soil: A Case Study of Slender West Lake Tunnel in Yangzhou

ZHANGYazhou,ZHUWei,CHENJian,MINFanlu,SHIHailing(No.5-549)

Study of Excavation Method Conversion Time in Heterogeneous Ground Based on Strength Reduction Method

DENGJianlin(No.6-676)

Influence of Raw Materials Content on Performance of Thixotropic Slurry Used in Pipe Jacking

YUANWeiling，RONGLiang，YANGHongjun(No.6-683)

Numerical Analysis of Temperature Field of Frozen Soil Curtain with Thermal Limiting Pipes

HUJun,WEIHong,LIUYong(No.6-688)

Design of Intelligent Monitoring System of Drainage Pumping Station of Highway Tunnels

XUMin,YAONianchun,DINGLin(No.6-695)

Influencing Factors and Control Technologies for Ground Surface Settlement Induced by Shield Tunneling When Shield Bores Slowly/Shield Stop

GUOMeng(No.6-701)

Discrete Element Solid-fluid Coupling Analysis of Influence of Groundwater on Shield Tunnel in Sandy-cobble Strata

WANGJun，HEChuan，LIDonglin，QIChun，ZHOUXiaojun(No.6-710)

Study of Influence of Harmful Exhaust of Tunnel Construction Machinery in High-altitude Areas and Its Countermeasures

WANGYao,GAOJuru,ZHANGBo(No.6-717)

Study of Soil Stress and Deformation of Support Structure of Gridding Underground Diaphragm Wall of Deep Foundation Pits

WANGFei,LIUYawen,SUJingbo,FENGBin,JIAShun,LIANGJinjun(No.6-721)

Study of Financing Scheme Selection of Metro Projects Based on Risk Assessment

HONGWenxia,YANGFan,WEIXiaozhao(No.7-782)

Analysis of Support Stress of Extra-large Cross-section Tunnel during Construction in Fully Weathered Granite Strata

HONGJun,ZHANGJunru(No.7-787)

Analysis of Shielding Effect of A Pile Group to Shield Tunneling nearby Pile Foundation of Viaduct

WANGPengcheng，SHAOChangzheng,LIUZhi(No.7-793)

Study of Radial Propagation Laws of Surrounding Rocks Temperature Considering Thermal Insulation Layer of Tunnel in Cold Regions and Their Relevant Parameters

LIYouyun,ZHANGYuwei,ZHANGZhigeng(No.7-800)

Study of Influence of Grading and Channel Dredging on Stability of Subsea Tunnel in Land-sea Connecting Area

CHENXianghong,TAOLianjin,LIUChunxiao,ANLinxuan,ANJunhai(No.7-806)

Study of Characteristics of Vibration Velocity Amplifying Effect of Building Structures Induced by Tunnel Blasting under Dynamic and Static Conditions

HUHuirong,HUANGHuadong,WANGXianyi,LILianchao(No.7-812)

Study of Mechanical Properties of Freezing-thawing Damaged Concrete Bending Members of Tunnel Strengthened by CFRP Sheets

JIALiang,NIEHongbin(No.7-819)

Analysis of Influence of Construction of Access Section of Xi’an Metro on Existing Shield Tunnels

LIUMiao(No.7-826)

Study of Load Distribution Rules of Primary Support of Shallow-covered Unsymmetrically Pressured Tunnel by Using Multi-displacement Back Analysis Method

LIUYingqi,ZHANGXiedong,CHENWeidong,XUShunlian,ZHANGHang(No.7-832)

Study of Gas Distribution of Highway Tunnel Using Gallery Ventilation

ZENGChang,YAOZhigang,FANJianguo,FANGYong(No.7-837)

Deformation Behaviors of Joint between Shield Tunnel and Underground Station Impacted by Connected Deep Foundation Pit

RANAnlyu,LIMingguang,CHENJinjian,WANGJianhua(No.7-844)

Study of Geological Sensitivity and Structural Adaptability of Interchange Tunnel

JIANGShuping,XIEFeng,WANGXingxing,QINFeng,QINZhifu(No.8-897)

Analysis of Influence of Foam on Cutterhead Torque of Shield Boring in Composite Strata and Its Parameter Optimization

LIJie,GUOJingbo,DAIShuhe,ZHANGZengqiang,ZHANGWei,NIUJiangchuan(No.8-906)

Study of Deformation Rules and Stress of Retaining Structure of Unsymmetrically Loaded Foundation Pit in Another Foundation Pit Adjacent to Railway

WANGPeixin,ZHOUShunhua,JIChang,LIXue(No.8-911)

A Case Analysis of Tunnel Lining Concrete under Sulfate Attack and It’s Countermeasures

JIANGQian,SHILiang,LIUJianzhong,MUSong(No.8-918)

Discrete Element Analysis of Design of Protective Coal Pillar of Inclined Shaft of Xinjie Mining Area of Dongsheng Coalfield

YANGXu,XIANGYanyong(No.8-924)

Theoretical Analysis of Failure Mode of Water-saturated Fissure and its Influencing Factors

LIAOBin,HUANGHouxu,RONGXiaoli,ZHANGZhicheng(No.8-933)

Study of Micro Vibration Blasting Parameters of Multilevel Wedge-cutting of Mined Metro Station

HEChuang,WANGHailiang(No.8-941)

Analysis of Jacking Force of Curved Pipe Jacking in Gongbei Tunnel

TANLixin,ZHANGPeng,XIEHongming,MABaosong(No.8-947)

Numerical Analysis of Characteristics of Water Resistance during Floating Transportation of Immersed Tunnel Segment and Flow Field of Segment Turning Area

HEZhimin,LIJiufu,LIUHuikang,ZHANGYucheng,YUXiaoqiang(No.9-1023)

Study of Monitoring Experiment of Bottom Pressure of Gravel Filling Pipe for Foundation of Immersed Tunnel

ZHENGXueping,WANChao,WUGang,SHENYongfang,ZHOUEnxian,JIANGJianqin(No.9-1030)

Study of Selection of Hydrological Conditions of Floating Transportation and Sinking of Honggu Immersed Tunnel in Nanchang

HANJiankun(No.9-1037)

Numerical Analysis of GINA Water Seal Strips Used in Honggu Immersed Tunnel

ZHANGYong,LYUZhengang,YANGRuirui,YUHaitao(No.9-1045)

Numerical Simulation of Risk Nodes in Segment Floating Transportation of Honggu Tunnel in Nanchang

DENGXiaoxin,LIUHuikang,ZHANGYucheng,GUANLei,HUANGKe(No.9-1052)

Model Test and Effect Monitoring Technologies for Gravel Filling of Foundation of Large-scale Inland Immersed Tunnel

YAOYiwen,WUGang,LIZhijun,LIUMin(No.9-1060)

Subjective-Objective Fusion Method for Weight Determination of Operation Health Diagnosing of Immersed Tunnel

ZHANGMin,ZHUJianghua,XIAOHong,XUXiangchun(No.9-1071)

Analysis of Anti-seepage Performance of Plastic Concrete Wall Used in Cofferdam of Honggu Tunnel

SHAOYang,FUHelin,LIUWeizheng,SUNGuangchen(No.9-1076)

Study of Response and Alarm Characteristics of Fiber Bragg Grating Fire Detector in Tunnel with Wind Load

JIANGXuepeng,CHENShu,ZHOUJian(No.10-1202)

Numerical Analysis of Structural Performance Degradation of Sewage Shield Tunnel Segment

LIZhong,DINGShiwen,LIUXian,YANGXianhua,WEILixin(No.10-1207)

Study of Influence of Freezing-thawing Damage on Permeability Behavior of Surface Water-proofing Concrete

WANGXibin,ZHANGJin,MAZhiming,GUANTing(No.10-1216)

Study of Boulder Detection by Ground Penetrating Radar Combined with Drillhole

DANGRujiao(No.10-1221)

Study of Numerical Simulation of Rubber Ring of Curved Steel Pipe Jacking Joints of Gongbei Tunnel

ZHANGPeng,ZENGCong,WANGDaowei,LIXuan,MABaosong(No.10-1226)

Analysis of Influence of Spacing of Blast Holes with Same Detonation Delay on Maximum Blasting Vibration Velocity

WANGYapeng,WANGHailiang,HEChuang,WEIDongdong,LIZiyuan(No.10-1232)

Numerical Simulation of Excavation Sequence of Heading of Single-tube Double-deck Tunnel Based on Solid-fluid Coupling

YANGZiqi,GEKeshui,LIHao(No.10-1237)

Studies of Optimal Sample Quantity of Tunnel Norm Based on Improved Statistical Model

YANGTingdong,LIQunshan,LIUHaozhong,HUErxi(No.10-1245)

Analysis of Weight of Influencing Factors of Shield Tunnel Segment Uplifting During Construction Based on Equivalent Beam Model

HUANGZhonghui,SHUYao,JIChang,QIAOShuguang,YOUXiaoming(No.11-1295)

Comparison between Bench Method and Full-face Method for Ping’an Soft Rock Tunnel on Chengdu-Lanzhou Railway

XIANGuo(No.11-1302)

Application of Ideal Point Method to Evaluation of Tunnel Collapse Risk Grade

SUNYanfeng(No.11-1310)

Study of Characteristics of Fire Smoke Temperature Distribution in Tunnels with Different Slope Shapes under Longitudinal Ventilation

WANGYusuo,FENGGaofei,WUHao,WANGTao,LIZhenghui,SUNChunhua,LIUXiaogang(No.11-1317)

Test of Influence of Fly Ash Content on Durability of Shotcrete

ZHANGJunru,WANGWei,CUIYao,OUXiaoqiang(No.11-1325)

Finite Difference Calculation Model for Tunnel Temperature Field Based on Circular Cross-section

ZHOUXiaohan,ZENGYanhua,BAIYun,WEIYingjie,HEXing(No.11-1332)

Risk Prediction of Water Inrush of Karst Tunnels Based on BP Neural Network

YANGZhuo，MAChao(No.11-1337)

Numerical Simulation of Ground Penetrating Radar Detection for Tunnel Lining and Its Application

XUDegen,YANGTianchun,CHENGHui,ZHANGQi(No.11-1343)

Study of Influence of Unloading-loading of Adjacent Foundation Pit on Existing Soft Soil Shield Tunnel

ZHANGJiantao，YAOAijun，GUOHaifeng，ZHOUYijun，HUYu(No.11-1348)

Study of Influence of Freezing-thawing Cycle on Loess Strength of Yangqu Loess Tunnel

YUXiang,YANGGengshe,YEWanjun,TIANJunfeng,WEIYao(No.11-1356)

Study of Deformation Characteristics of Large Cross-section Tunnel in Xigeda Fm Strata

WANGZhijie,XURuining,HENengfang(No.12-1412)

Study of Calculation Methods for Ground Surface Settlement Induced by Rectangular Pipe Jacking Tunnel Boring in Soft Soil

WEIGang,LIZhiyuan,WANGBin(No.12-1421)

Experimental Study of Mechanical Property of PVC Anti-corrosion and Waterproof Inner Lining of a Deep Shield Draining Tunnel

LIUXian,ZHANGChen,YEYuhang,YANGXianhua,WEILixin(No.12-1428)

Experimental Study of Testing Technologies for Stress of Tunnel Foot Locking Bolts

LUOYanbin,CHENJianxun,YANGDonghui,LIDong(No.12-1435)

Discussion on Propagation Rules and Detection Schemes of Noise in Tunnels

CHENLiping,FANGJiwei,GANXiaohong,ZHANGShoulong,LIQinzi,HUANGJun(No.12-1442)

Prediction Models of Advancing Speed and Cutterhead Torque of Shield Tunneling in Complex Strata and Its Adaptability to Strata

ZHANGZhiqi,LITong,HANAimin,SUMing,HUANGXinqiang(No.12-1449)

Experimental Study of Structural Performance of Segmental Lining of Rectangular Shield Tunnel during Construction: A Case Study of Underground Connection Gallery in Hongqiao District of Shanghai

LIANGXiao,GUANLinxing,WENZhuyin,SUNWei,LIUXian(No.12-1456)

Study of Fuzzy Comprehensive Evaluation Method for Metro Operation Safety Based on Entropy Weight Method

HOUJingyu(No.12-1465)

Digital Identification of Evaluation of Tunnel Surrounding Rocks Discontinuity

ZHANGYanhuan,LILiping,LIUHongliang,YANGWeimin,SHIShaoshuai(No.12-1471)

Analysis of Influence of Borehole Spacing and Water Pressure of Water Curtain System on Water Sealing Effect of Underground Oil Storage Cavern under Parallel Fissures

ZHAOShaolong,ZHANGLewen,XUZhenhao,LINPeng,HEShujiang(No.12-1478)

Planning & Design

Design and Construction of Yangtze River-crossing Tunnels: A Case Study on Nanjing Metro

SHECaigao(No.1-58)

Transfer Scheme with No Roreserved Node: A Case Study on Chegongzhuang Station of Beijing Metro

SHUAILiumei,LIGuoqing(No.1-66)

Analysis on Optimization and Monitoring of Supporting Structure of A Deep Metro Station Pit in First Terrace of Yangtze River in Wuhan, China

HUOXiaobo,LIAOShaoming(No.1-71)

Applicability Analysis on and Suggestions for Design Construction Methods for Surrounding Rocks: A Case Study on Dongguan-Huizhou Inter-city Railway Tunnel Constructed by Mining Method

NIEZhenyu(No.2-193)

Discussion on Mode of Trackless Auxiliary Inclined Shaft for Tunnel Constraction

ZHANGHaichao,CAIZhenyu(No.2-200)

Study on Grounding Design of 35/0.4 kV Substation in Metro Station

LIHongxing,GAOTing(No.2-206)

Study on Transfer Scheme of Jiangsulu Station of Qingdao Metro

YUMin(No.3-301)

Analysis of Design Values of Swelling Force in Construction of Deep Foundation Pits

XUYajun(No.4-418)

Design Contents and Methods of Line In Urban Rail Transit

ZHANGWenzheng(No.4-425)

Discussion on Application and Effect of Building Information Modeling (BIM) Technology in Design of Shenzhen Metro Line No. 9

JIANGZongfa,MAOQiangshuo,DUFeng,ZHANGLi(No.4-433)

Study of Inner Contour Mode of Raiway Tunnels with Speed Less than 160 km/h

MATao,CHENShiyu,HANXianmin,GONGYanfeng(No.5-556)

Discussion on Design Scheme of Songyahu Sight-seeing Tunnel

ZHANGWeizhen，LIUWeiping(No.6-728)

Design Analysis of Passenger Flow Lines of Metro and Complex Surface Buildings: A Case Study of Financial Hi-Tech Zone Station on Guangzhou-Foshan Line

WANGYang(No.6-735)

Study of Key Construction Technologies for Large-span Overhead Jacking of Underpass Bridge Crossing underneath Railway Marshalling Station

NIWeiwei,ZHANGJundai,HUANGWei(No.6-740)

Study of Rational Buried Depth and Clear Distance Between Lines of Pillar Type Metro Stations in Hard Rock

HUANGSong(No.7-851)

Study of Structure Selection and Construction Method for Three-line Transition Section at Exit of Xinkaotang Tunnel

HONGJun,GUOHaiman,ZHANGJunru,CHENLijie(No.8-953)

Design and Construction of South Renminglu Metro Station in Shenzhen under Complex Environment

DINGXianli(No.8-960)

Discussion on Design of Drainage System of Long Underwater Tunnels

LYUQingsong,HEWeiguo,FANGZulei,CHENGShihao(No.11-1361)

Study of Selection of Inner Diameter of Shield Tunnel Segment of Urban Rail Transit

WANGGuofu,TANGZhuohua,LULinhai(No.12-1487)

Study of Transfer Scheme among Jinrongjie Station, Existing Transfer Station and Planning Station of Beijing Metro

LIUZhiguang,ZHANGJinwei,DUANWanling(No.12-1492)

Construction Technology

Settlement Analysis on and Countermeasures for Shallow-covered Large-span Loess Tunnel Constructed by Mining Method Crossing Underneath Baggage-dedicated Gallery of Airport

TANGXinquan(No.1-80)

Analysis on Causes of Large-scale Water Gushed from Tunnel Floor and Countermeasures

JIAOLei,ZOUChong,XUHaiting(No.1-86)

Causes and Countermeasures for Lining Ring Dislocation of Asymmetrically-pressured Cut-and-cover Tunnel

CHENGuofu(No.1-92)

Optimization Analysis on Blasting Parameters for Blasting Control of Metro Station Tunnels

HEChuang,WANGHailiang(No.1-97)

Shield Tunneling Technologies and PBA Enlarging Method: A Case Study on Beijing Metro

LEGuiping,HUANGQiwu,LIHongan(No.2-212)

Construction Technologies for EPB Shied Boring in Hard-soft Heterogeneous Ground with High Viscidity: A Case Study on A Shallow-covered Shield Tunnel on Changsha-Zhuzhou-Xiangtan Intercity Railway

LIUHui,YANGHailin(No.2-221)

Application of BIM Technology in Construction Management of Railway Tunnel

WANGXiaoxiao,JIFuquan,LUHaijun,CHENFuqiang,CHENPeishuai(No.2-228)

Study on Settlement Control Technologies for Shield Tunnel Closely Crossing Underneath Existing Metro Tunnel

ZHUSiran,HUANGPeige,JIAOWeigang,ZHANGKaiyin(No.2-234)

Study on Storage Capacity Measurement of Huangdao Underground Liquefied Petroleum Gas (LPG) Water-sealed Cavern

LYUHongquan(No.3-309)

Countermeasures for Disaster of High-pressured Water-rich Metamorphic Strata and Tectonic Zone of Jiubao Large Cross-section Tunnel

MENGQingyu,SUJiang,FANGWei(No.3-315)

Study on Risk Management and Control Technologies for Down-top Excavation of Ancillary Works of Metro Station

XULing,LUOFurong(No.3-320)

Jam Releasing Technologies for Open-type TBM Bored in Fault and Fracture Zones

DONGSilong(No.3-326)

Construction Control Technologies for Shield Tunnel Boring in Water-rich Fine Silty Sand Strata and Parallel Crossing Underneath Pressured Water-supply Pipeline

WANJunfeng(No.4-439)

Study of Technologies for Gas Drainage and Outburst Prevention of Tianping Railway Tunnel

LIYongsheng,YANGLixin,WANGDong,LUOZhanfu(No.4-444)

Precasting Technologies for Internal Structure of Single-tube Double-deck Extra-long Shield Tunnel: A Case Study on Yangtze River-crossing Shield Tunnel on Weisan Road in Nanjing

WANGShan’gao,SHIShibo,SHUHeng,GAOFanding,LIDongsheng(No.4-451)

Application of Drag Reduction Technology to Extra-large Cross-sectional Rectangular Pipe Jacking: Case Study of Tunnel Crossing Underneath Zhongzhou Road in Zhengzhou

YANGHongjun,RONGLiang,XUHucheng(No.4-458)

Study of Construction Technologies and Numerical Simulation of Fengling Tunnel Breakthrough under Impact of Collapse

ZHANGLongsheng,WENGXianjie(No.4-465)

Design and Construction of Lining Reinforcement of A Cable Tunnel of Huachang Substation in Dalian

WANGRongrong,JIANMingzhu,SONGChaoye(No.4-474)

A Case Study of Ground Surface Grouting Reinforcement of Shield Tunnel in Karst Strata with Sandy Soil Cover

QIANZhuang,XUYeshuang,SHENShuilong,CUIQinglong(No.4-479)

Sand Filling Construction Technology for Foundation of Honggu Immersed Tunnel in Nanchang

YANGYanling,CHENWang,WANAnluo(No.5-562)

Key Technologies for Slurry Shield Crossing Shallow-buried and Water Permeable Strata

WANGMingsheng(No.5-569)

Advanced Double-drift Construction Technologies for Taoshuping Tunnel Crossing Water-rich Fine Silty Sand Strata

ZHANGXuewen(No.5-577)

An Improved Raise-boring Method for Hard-rock Deep Vertical Shaft and Discussion on Determination of Surrounding Rock Pressure

GUOJilin,ZHANGJunru,LIXiaogang,LIHongtao(No.5-585)

Study of Technology of Blasting Vibration Velocity Control of Small Clear Spacing Twin-tube Tunnel Crossing Underneath Buildings

LILigong,ZHANGLiangliang,LIUXing(No.5-592)

Discussion on Construction Schedule Shortening Program for Qamchiq Extra-long Railway Tunnel in Uzbekistan

LIUYi,XIEDawen(No.5-600)

Comprehensive Construction Technologies for Vertical Shaft and Horizontal Adit of A Mined Tunnel of Shenyang Metro Crossing Underneath Garbage Packed Layer

WANGJihua(No.5-606)

Study and Application of TBM Belt Conveyor Construction in Cold Areas in Winter

ZHANGHao(No.5-614)

Construction and Monitoring Technologies for Earth Pressure Balance Shield Closely Crossing underneath Existing Tunnel in Complex Geological Conditions

ZHUHongxia(No.6-748)

Safety Evaluation of Primary Support Structure during Collapse Treating of Large Cross-section Railway Tunnel

GAOHongtao(No.6-756)

Application of Gallery Ventilation Technology and Energy Conservation Heating Technology to Guanjiao Tunnel

CHENLimin(No.7-857)

Techno-economic Analysis of Construction Efficiency Reduction of Guanjiao Tunnel in Water-rich Strata

MALancheng(No.7-862)

Optimal Layout of Monitoring Points for Tunnel Crown Settlement by Using Triangle Area Method

YANGHao(No.7-868)

Jam Releasing Technologies for Earth Pressure Balance Shield in Shield Receiving Shaft

LIHai,ZHUChangsong,ZHAODapeng(No.7-872)

Key Construction Technologies for Curved Jacking Pipe Roofing of Gongbei Tunnel

ZHANGPeng,PANJianli,LIUYingliang,MABaosong(No.8-968)

Analysis and Discussion of Monitoring Data Anomaly of Axial Force for Concrete Support of Foundation Pit

ZHANGZhe(No.8-976)

Discussion on Construction Technologies for Land Section of Xiamen Second West Passage

ZHANGJinfu,HAOXiaosu,SONGLin(No.8-982)

Key Technologies for Design and Construction of Shallow Mined Metro Tunnels Closely Crossing underneath Existing Underground Commercial Street in Complex Strata

WUHao(No.8-988)

Large Deformation Control Technologies for Soft Rock of Xingyuan Tunnel on Mudanjiang-Suifenhe Railway

XUSong(No.8-997)

Key Construction Technologies for Honggu Immersed Tunnel Located in Inland River in Nanchang

HEYi(No.9-1085)

Analysis of Risks in Long-distance Floating Transportation of Immersed Tunnel Segment in Complex Inland River and Their Countermeasures

XIEZhenling,HEXiaobo(No.9-1095)

Analysis and Application of Axial Line Rectification of Segment E4 of Honggu Tunnel in Nanchang

XINGYonghui,ZHANGYi,LIZhijun(No.9-1101)

Deviation Rectification Technologies for Segment Installation of Honggu Tunnel in Nanchang

XIEZhenling,HEXiaobo(No.9-1106)

Reconstruction Technologies for Earth-rock Cofferdam after Sandbag Cofferdam Hit by Winter Season in Ganjiang River: Case Study of Honggu Immersed Tunnel in Nanchang

DENGBiao,GUOXiaolong,LIZhijun(No.9-1114)

Visualized Monitoring Technology for Segment Sinking and Installation of Honggu Tunnel in Nanchang

ZHANGWei,ZHANGYi,LIZhijun(No.9-1120)

Construction Technology for Enclosed Waterproofing of Honggu Immersed Tunnel in Nanchang

HUANGXuejun(No.9-1125)

Application of Impact Imaging Method to Gravel Filling Effect Monitoring of Foundation of Immersed Tunnel

WANGHailong,GUOJun,WUGang,SHENYongfang,CHEAilan,ZHOUEnxian(No.9-1132)

Temperature Control and Crack Prevention Technologies for Segment Concrete of Honggu Immersed Tunnel

PENGZaiyong(No.9-1139)

Application of Large-scale Sandbag Cofferdam to Honggu Immersed Tunnel in Nanchang

GUOXiaolong,LIZhijun(No.9-1147)

Study of Monitoring Technologies for Segment Floating Transportation of Honggu Tunnel in Nanchang

WANGChongming,ZHANGYi,LEIPeng,LIZhijun(No.9-1155)

Discussion on Control Measures for H2S in Yuelongmen Tunnel on Chengdu-Lanzhou Railway

ZHOUYuefeng,LIChuanfu,SONGGuiming(No.10-1251)

Study and Application of Ear Wall Arch Support Technology to Portal of Unsymmetrically Pressured Tunnels

YUANSenlin(No.10-1258)

Application of Small Cross-section Top Heading Excavation Method to Rockburst Section of Qamchiq Tunnel on Angren-Pop Railway in Uzbekistan

JIAOLei,ZOUChong,LIHongjun,LIUHongzhen,GUOZhiwu(No.10-1263)

Analysis of Key Construction Control Technologies for Shield Tunnel with High Gas Concentration

ZHUHeyi(No.11-1366)

Construction Technologies for Large Cross-section Tunnel Using Mining Method to Enlarge Shield Tunnel

CHENRuizheng,HUWeidong,LIXinping(No.11-1372)

Application of Microtremor Method to Boulders Detection in Urban Metro Shield Construction: Case Study of Fuzhou Metro Line No.1

LIUHongyue,HUANGJiakun,SUNZhiyong,ZONGQuanbing(No.12-1500)

Accurate Detection Technologies for Larger Hollows Behind Linings of Operating Railway Tunnel

GONGLun,QIUWenge,WANGLichuan,WANGXiyuan(No.12-1507)

Countermeasures for Failure of Shield Receiving of Xiqingdao Station-Nanyunhe Station Section on Line No. 6 of Tianjin Metro

LIHai,ZHUChangsong(No.12-1512)

Interpretation and Treatment of Interfering Factors in Advance Geological Prediction by Ground Penetrating Radar of Tunnel Construction

ZHOULun,LIShucai,XUZhenhao,WUJing,HEShujiang,HUANGXin,ZHUXingli(No.12-1517)

Construction Machinary

Analysis on Static Mechanical Performances of TBM Cutterhead with Different Geometries

ZHAOZhenwei,ZHENGKangtai,LINan,MAChangcheng(No.1-102)

Three-dimensional Mechanical Analysis on Soft Soil Cutting by Shield Machine Based on Mckyes-Ali Model

YANGZhenxing，ZHOUJianjun(No.1-108)Development of TBM and Its Construction Technologies in China

JINGLiujie，ZHANGNa，YANGChen(No.3-331)

Design of Dual-mode Experimental Platform for Rock Breaking by TBM Cutters

ZHAOChangsheng,GUANHuisheng,YANGYandong,HEBin,TIANZhijie(No.3-338)

State Recognition of Cutter Wear Based on Frictional Torque Parameters of Cutterhead

ZUOCuifeng,TANGDegao,RONGXiaoli，LIAOBin(No.3-344)

Influence of Layout Parameters on Stress of TBM Gage Disc Cutter

ZHENGCong，ZHAOWei，ZHANGHaifeng，MABaosong(No.3-349)

Wireless Real-time Disc Cutter Wear Monitoring System for Composite Shield Machine

SUNZhihong,LIDongli,ZHANGJianian(No.4-485)

Study of Abrasion of Slurry Pipe of Large-diameter Slurry Shield Boring in Complex Strata

HUANGBo,LIXiaolong,CHENChangjiang(No.4-490)

Analysis of Shield Dismantling Method under Conditions of Closed Receiving Shaft

LIHai,ZHUChangsong(No.5-619)

Design and Installation Technology of TBM Main Bearing Sealing Slide

ZHANGXiao,HEFei,LIPuqing,ZHAOZhenwei(No.6-762)

Study of Application of Eddy-current Sensor to Disc-cutter Wear Monitoring System of Shield Machines

LIDongli,SUNZhihong,RENDezhi,SUNWei(No.6-766)

Application and Management of Cutting Tools of Large Slurry Shield in River-crossing Tunnels

JIYuguo,YANGRongbin(No.7-877)

Numerical Study of Soil Cutting by Shield Cutter under Different Structural Parameters

SHENHuiyu，ZHANGWeiwei，ZHANGJianian(No.7-881)

Feasibility Analysis of Vertical Belt Conveyor Used in TBM Construction of Metro

QIMengxue(No.8-1004)

Increasing Technologies for Service Life of EPB Shield Cutting Tools Boring in Sandy Cobble Stratum in Lanzhou

LIUQi,JINShihe(No.8-1011)

Application of Large-diameter Hard Rock Tunnel Boring Machine (TBM) to TBM-3 Section of No.4 Bid of Songhuajiang River Water Conveyance Project in Middle Jilin Province

HEfei,ZENGXiangsheng,QIZhichong(No.8-1016)

Application of Rectangular Pipe Jacking Machine to Urban Underground Space Development and Its Prospects

JIALianhui(No.10-1269)

Design and Application of A New Steel Pipe Column Hoisting Trolley to PBA Mined Stations

ZHANGQing(No.10-1277)

Prediction of Disc Cutter Wear and Replacement of Shield used in Sea-crossing Section of Xiamen Rail Transit Line No. 2

XULiming,YANGYandong,ZHOUJianjun,CHENKui,CAIGuangyuan(No.11-1379)

Countermeasures for Reducing Wear and Vibration of Slurry Pipe of Slurry Shield

DONGBorang(No.11-1385)

Analysis of Shield Attitude Control Technology

WANGChunkai(No.11-1389)

Analysis of Influencing Factors of Wear of Disc Cutter of Full-face Hard Rock Tunnel Boring Machine

YANGYandong,CHENKui,GUOLu,LIXing(No.11-1394)

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