





[摘要] """川滇塊體西邊界發(fā)育了滇西北裂陷帶。裂陷帶北緣的玉龍雪山東麓斷裂呈南北走向,展布于玉龍雪山和麗江盆地之間,是川滇塊體西邊界最靠?jī)?nèi)部的一條斷裂。玉龍雪山東麓斷裂的形成機(jī)制與活動(dòng)性質(zhì)不僅關(guān)系到川滇西側(cè)復(fù)雜構(gòu)造邊界問(wèn)題,而且能夠解釋玉龍雪山與哈巴雪山的隆起過(guò)程。在1996年麗江MS7.0地震發(fā)生后,玉龍雪山東麓斷裂引起了關(guān)注,但前人的研究結(jié)果對(duì)該斷裂的晚第四紀(jì)活動(dòng)性質(zhì)存在正斷、走滑、逆沖等多種不同認(rèn)識(shí)。表明該斷裂長(zhǎng)度雖然僅有60 km,卻處于一個(gè)復(fù)雜的構(gòu)造體系中,理解該斷裂的活動(dòng)特征與孕震行為,對(duì)建立川滇塊體西部的復(fù)雜構(gòu)造模型意義重大。本文在梳理前人研究資料的基礎(chǔ)上,通過(guò)衛(wèi)星影像對(duì)斷層跡線進(jìn)行了重新解譯,對(duì)典型斷錯(cuò)地貌進(jìn)行了分析,發(fā)現(xiàn)了比較明顯的正斷層兼左旋走滑的證據(jù),并在野外初步調(diào)查中驗(yàn)證了這些地貌解譯證據(jù)。基于本文的總結(jié)與分析工作,進(jìn)一步總結(jié)了不同性質(zhì)的玉龍雪山東麓斷裂所對(duì)應(yīng)的不同區(qū)域構(gòu)造模型。同時(shí),我們認(rèn)為從高原擴(kuò)展角度來(lái)看,川滇塊體西部的復(fù)雜斷裂組合具有新生性,可能正在形成新的川滇塊體西邊界。
[關(guān)鍵詞] 玉龍雪山; 東麓斷裂; 斷裂活動(dòng)性; 構(gòu)造模型; 麗江地震
[DOI] 10.19987/j.dzkxjz.2024-063
基金項(xiàng)目:"國(guó)家自然科學(xué)基金項(xiàng)目(U2039201,41802226,41272234)聯(lián)合資助。
0 "引言
青藏高原東南緣構(gòu)造活動(dòng)強(qiáng)烈、地震頻發(fā),該地區(qū)活動(dòng)構(gòu)造研究一直以來(lái)備受關(guān)注[1-2]。川滇塊體是青藏高原東南緣重要組成部分,其東邊界構(gòu)造清晰,鮮水河、安寧河、小江斷裂等活動(dòng)構(gòu)造連續(xù)發(fā)育,運(yùn)動(dòng)學(xué)與古地震學(xué)研究深入,而川滇塊體西邊界活動(dòng)構(gòu)造格局復(fù)雜,塊體邊界斷裂不明確,前人研究程度偏低[3-4]。川滇塊體西部的滇西北裂陷帶東鄰紅河斷裂帶,西接德欽—中甸斷裂,是區(qū)域上極為顯著的近南北向活動(dòng)構(gòu)造帶和地震頻發(fā)區(qū),研究其晚第四紀(jì)構(gòu)造變形對(duì)于正確理解該區(qū)如何響應(yīng)青藏高原的造山過(guò)程極為關(guān)鍵[5-7]。然而,該區(qū)強(qiáng)烈的自然改造和密集的人類活動(dòng)明顯制約著主要斷裂帶晚第四紀(jì)活動(dòng)性質(zhì)的研究進(jìn)展,這不僅表現(xiàn)在對(duì)其中一些關(guān)鍵斷裂活動(dòng)方式的差異認(rèn)識(shí),還存在構(gòu)造變形機(jī)制上的分歧[4,8-9]。哈巴—玉龍雪山是滇西北一個(gè)顯著的三角形隆起區(qū),虎跳峽即為金沙江切穿其中部而形成,由于恰好處于滇西北裂陷帶與德欽—中甸斷裂的交界部位,該區(qū)的晚第四紀(jì)構(gòu)造變形過(guò)程無(wú)疑是約束滇西北地區(qū)最新構(gòu)造變形格局及其機(jī)制的重要條件。沿哈巴和玉龍雪山東麓發(fā)育了南北走向的玉龍雪山東麓斷裂,該斷裂晚第四紀(jì)期間活動(dòng)強(qiáng)烈,不僅是控制玉龍雪山第四紀(jì)隆升的邊界斷裂,也是1996年MS7.0麗江地震的發(fā)震構(gòu)造[10-11]。因此,玉龍雪山東麓斷裂發(fā)育的位置構(gòu)造意義重大,其晚第四紀(jì)活動(dòng)性質(zhì)的研究,有助于分析川滇塊體活動(dòng)構(gòu)造體系與區(qū)域發(fā)震模型。關(guān)于玉龍雪山東麓斷裂的活動(dòng)性質(zhì),前人研究結(jié)果不盡相同[12-15]。本文梳理了不同學(xué)科有關(guān)玉龍雪山東麓斷裂活動(dòng)性的研究進(jìn)展,并通過(guò)分析對(duì)比前人成果,提出了區(qū)域構(gòu)造變形模型,為研究該區(qū)構(gòu)造變形過(guò)程和力學(xué)機(jī)制提供了新思路。
1 "區(qū)域概況
青藏高原的隆升是印度板塊和亞洲板塊持續(xù)匯聚碰撞作用的產(chǎn)物,并在印度板塊持續(xù)俯沖進(jìn)入歐亞板塊的過(guò)程中,引起高原內(nèi)部的次級(jí)塊體沿大型走滑斷裂不斷擠出,使得青藏高原及其周緣塊體邊界成為我國(guó)當(dāng)前構(gòu)造活動(dòng)與地震活動(dòng)最強(qiáng)烈的地區(qū)[16-21]。川滇塊體位于青藏高原東南緣,是青藏高原向東擠出作用最強(qiáng)烈也最具代表性的地區(qū)之一,其東邊界受鮮水河斷裂、安寧河斷裂、大涼山斷裂、則木河斷裂和小江斷裂控制,且均具有較高的左旋走滑速率[18,22-23]。而有關(guān)川滇塊體西邊界界定的研究較少,且主要以由北而南的金沙江斷裂帶、中甸—大具斷裂、龍?bào)础獑毯髷嗔?、玉龍雪山東麓斷裂和紅河斷裂帶作為其西邊界[4,11,15](圖1)。
玉龍雪山東麓斷裂因海拔5596 m的玉龍雪山而聞名。玉龍雪山位于云南省麗江市玉龍納西族自治縣北部,呈NNW-SSE向延伸,長(zhǎng)約30 km[24],是我國(guó)青藏高原一級(jí)地勢(shì)向云貴高原二級(jí)地勢(shì)的過(guò)渡地帶,從此處向中國(guó)南海方向,地勢(shì)呈梯度下降。雪山山體主要由古生界灰?guī)r地層構(gòu)成,雪山南部及東側(cè)山前丘陵由二疊系基性巖漿巖組成(圖2)。玉龍雪山東麓斷裂位于麗江市玉龍雪山東側(cè),近南北走向,北起大具,向南經(jīng)雪山東麓,由玉湖東北進(jìn)入麗江盆地并被東北向麗江—小金河斷裂截切,總長(zhǎng)約60 km[25]。玉龍雪山東麓斷裂因其復(fù)雜的地形而研究程度相對(duì)偏低,斷層的運(yùn)動(dòng)性質(zhì)也存在爭(zhēng)議,包括正斷、走滑兼正斷、走滑兼逆沖等多種觀點(diǎn)[11-12,14]。玉龍雪山東麓斷裂不同的運(yùn)動(dòng)學(xué)性質(zhì)可能對(duì)應(yīng)了區(qū)域塊體擠出模型、塊體旋轉(zhuǎn)模型、或者局部的走滑剪切作用等,其古地震序列研究也能夠?yàn)槔斫鈪^(qū)域大震孕育模式提供參考。1996年2月3日該斷裂附近發(fā)生麗江MS7.0地震,震中位于麗江縣大具鄉(xiāng)(圖1),震源深度10 km,震源機(jī)制顯示以正斷為主[25-26],InSAR獲取的同震形變場(chǎng)、反演震源參數(shù)表明本次地震是玉龍雪山東麓斷裂2個(gè)不同段落發(fā)生的正斷層型破裂[27-29]。
2 "分析方法
本文梳理了前人關(guān)于玉龍雪山東麓斷裂的研究資料,結(jié)合谷歌地球衛(wèi)星影像、1∶20萬(wàn)地質(zhì)圖、1∶50萬(wàn)地質(zhì)圖、以及Alos 12.5 m分辨率數(shù)字高程模型進(jìn)行詳細(xì)解譯,根據(jù)斷錯(cuò)地貌標(biāo)志初步勾畫了玉龍雪山東麓斷裂的地表跡線,為進(jìn)一步研究這條斷裂提供了基礎(chǔ)資料(圖2、圖3)。在解譯過(guò)程中,正斷層地貌解譯主要識(shí)別了斷層崖、斷層三角面、山前沖積扇上的連續(xù)斷層陡坎等,走滑斷層地貌解譯主要識(shí)別了河流位錯(cuò)形成的改道、山嘴位錯(cuò)形成的眉脊、階地與沖積扇等地貌面的整體位錯(cuò)、溝谷位錯(cuò)發(fā)生的彎曲或斷錯(cuò)、沖溝位錯(cuò)積水形成的斷塞塘等。其中,河流階地與沖積扇等地貌面的連續(xù)位錯(cuò)被作為較可靠的標(biāo)志,沖溝位錯(cuò)與斷塞塘等不確定性較強(qiáng)的現(xiàn)象作為參考標(biāo)志。通過(guò)總結(jié)前人對(duì)玉龍雪山東麓斷裂活動(dòng)性質(zhì)的不同觀點(diǎn),并梳理玉龍雪山東麓斷裂與周邊斷裂的關(guān)系,歸納了玉龍雪山東麓斷裂不同性質(zhì)所對(duì)應(yīng)的不同構(gòu)造模型。在這些模型中,玉龍雪山東麓斷裂的不同活動(dòng)性質(zhì)直接關(guān)系到川滇塊體西邊界的構(gòu)造組合模式,這些模式又決定了青藏高原東南緣構(gòu)造擴(kuò)展的特征。
3 "前人關(guān)于玉龍雪山東麓斷裂活動(dòng)性質(zhì)的不同認(rèn)識(shí)
玉龍雪山東麓斷裂最早由云南省第一區(qū)調(diào)隊(duì)進(jìn)行調(diào)查,調(diào)查結(jié)果記載其北始于大具盆地,向南沿大溝村,經(jīng)雪花村西、白水林場(chǎng)、里那比格,終止在麗江玉湖北,延伸長(zhǎng)度約32 km。對(duì)于斷層的活動(dòng)性質(zhì),調(diào)查人員根據(jù)基巖面上的陡傾擦痕,認(rèn)為玉龍雪山東麓斷裂為正斷層[30]。在1996年麗江MS7.0地震發(fā)生后,玉龍雪山東麓斷裂引起關(guān)注。在衛(wèi)星影像的分析、野外地質(zhì)調(diào)查、以及地震參數(shù)分析等方面產(chǎn)生了一系列新的成果,但對(duì)于該斷裂的活動(dòng)性質(zhì)存在明顯的爭(zhēng)議。目前對(duì)玉龍雪山東麓斷裂的活動(dòng)性質(zhì)認(rèn)識(shí)包括以下幾種:
3.1 "正斷層
張西娟等[25]在研究新構(gòu)造運(yùn)動(dòng)條件下青藏高原東南緣玉龍—哈巴雪山斷塊快速差異隆升的過(guò)程中,根據(jù)斷層崖指示、航片解譯、地震主震震源機(jī)制P波初動(dòng)解等方法,得出自晚更新以來(lái),玉龍雪山東麓斷裂總體表現(xiàn)為具有一定左旋走滑分量的正斷層。Fan等[31]在對(duì)玉龍雪山區(qū)域進(jìn)行實(shí)地調(diào)查后指出,哈巴雪山東麓斷裂是玉龍東麓斷裂的北西向延伸段,且認(rèn)為哈巴和玉龍雪山東麓斷裂帶的活動(dòng)性質(zhì)相同,都為正斷層。Lacassi等[32]與Studnicki[33]關(guān)于玉龍雪山東麓斷裂的解譯與實(shí)地調(diào)查也認(rèn)為該斷裂為正斷層。石許華等[34]根據(jù)巖石圈彈性撓曲地殼均衡理論,指出是由于虎跳峽的大規(guī)模物質(zhì)剝蝕而引起玉龍雪山地殼均衡反彈,導(dǎo)致山體進(jìn)一步隆升,因此玉龍雪山周圍斷裂是局部正斷層。吳中海等[11,13]根據(jù)哈巴和玉龍雪山東麓斷裂帶活動(dòng)性質(zhì)、地形地貌特點(diǎn)等,仍將哈巴和玉龍雪山東麓斷裂帶作為同一斷裂帶,并認(rèn)為在第四紀(jì)期間沿哈巴—玉龍雪山東麓發(fā)育一條沿走向發(fā)生了大角度彎曲的弧形正斷層。該斷層的走向在大具西側(cè)的金沙江南、北兩側(cè)經(jīng)過(guò)兩次走向轉(zhuǎn)折后,由大壩子以南的近南北走向轉(zhuǎn)為了北西以西的北西走向,從而呈現(xiàn)為整體凸向東北方向的弧形斷層形態(tài),而哈巴—玉龍雪山東麓斷裂帶只不過(guò)是其中走向顯著不同的北、南兩段。
3.2 "走滑斷層
俞維賢等[35]根據(jù)在構(gòu)造應(yīng)力作用下生成的方解石晶體具有定向排列特征這一特征分析麗江地區(qū)構(gòu)造應(yīng)力方向以及相應(yīng)的斷裂運(yùn)動(dòng)性質(zhì),指出玉龍雪山東麓斷裂晚更新世中期以來(lái)以張性活動(dòng)為主,兼有左旋和右旋的活動(dòng)過(guò)程,并且1996年2月3日麗江MS7.0地震的破裂過(guò)程繼承了玉龍雪山東麓斷裂晚更新世后期的活動(dòng)斷裂特點(diǎn),在其之后的工作中再次印證玉龍雪山周緣主要斷裂的主要活動(dòng)時(shí)間為晚更新世,全新世仍明顯活動(dòng)的斷裂為玉龍雪山東麓山前斷裂[15]。韓竹軍等[36]在關(guān)于麗江盆地北部第四紀(jì)時(shí)期運(yùn)動(dòng)方式和關(guān)于1996年麗江MS7.0地震發(fā)生的構(gòu)造背景的研究中認(rèn)為,玉龍雪山東麓斷裂是一條左旋拉張的高角度正斷層。
3.3 "逆斷層
王運(yùn)生等[37]針對(duì)此斷層通過(guò)α輻射測(cè)量,構(gòu)造“V”字型法則,震后斷裂等證據(jù)認(rèn)為,此斷層是向山體內(nèi)部向西傾斜的逆沖斷層。尹功明等[14]根據(jù)玉龍雪山東麓4處天然剖面露頭,通過(guò)對(duì)剖面解譯、擦痕識(shí)別以及金沙江兩岸地層的差異,判斷玉龍雪山東麓斷裂運(yùn)動(dòng)性質(zhì)是以右旋走滑為主兼具逆沖分量。
4 "玉龍雪山東麓斷裂南段左旋正斷層活動(dòng)的遙感解譯證據(jù)
通過(guò)衛(wèi)星影像與數(shù)字高程模型的解譯,結(jié)合地質(zhì)圖排除地層產(chǎn)狀對(duì)地形的控制,同時(shí)排除滑坡等地表影像因素,我們發(fā)現(xiàn)沿玉龍雪山東麓斷裂有正斷層與左旋走滑斷層兩種性質(zhì)的斷錯(cuò)地貌較發(fā)育。正斷層地貌包括斷層崖、斷層三角面、山前沖積扇上的連續(xù)斷層陡坎等,主要分布在玉龍雪山腳下與麗江盆地西側(cè)等垂向位錯(cuò)量較大的區(qū)域。左旋走滑地貌包括河流位錯(cuò)形成的改道、山嘴位錯(cuò)形成的眉脊、階地與沖積扇等地貌面的整體位錯(cuò)、溝谷位錯(cuò)發(fā)生的彎曲或斷錯(cuò)、沖溝位錯(cuò)積水形成的斷塞塘等,主要分布在山前地勢(shì)較緩的丘陵、山前沖洪積扇等區(qū)域。此外,部分正斷層在地貌與剖面上同時(shí)發(fā)現(xiàn)兼具左旋走滑分量。
在玉龍雪山腳下可見大型正斷層地貌發(fā)育(圖3a),連續(xù)的斷層陡崖形成了玉龍雪山主體與山前丘陵之間的海拔落差。在南段麗江盆地西側(cè)束河鎮(zhèn)山前,也可見連續(xù)的正斷層陡崖分布(圖4a,圖4b),由于斷層展布區(qū)域有大量三疊系灰?guī)r分布,部分基巖斷層陡坎表面被侵蝕出大量凹槽(圖4b)。在束河鎮(zhèn)南部興文村一處廢棄的采石場(chǎng),可見一處約110 m高的大型剖面出露了兼具正斷與左旋走滑運(yùn)動(dòng)的斷層面,斷層產(chǎn)狀約20°∠55°(圖4c)。斷層面上可見大量斜向擦痕,在斷層面上與水平軸順時(shí)針夾角55°~60°,結(jié)合斷層面上的階步特征,判斷為左旋走滑運(yùn)動(dòng)(圖4d)。
左旋走滑地貌在玉龍雪山東麓斷裂南段均有分布,除正斷層兼具左旋走滑運(yùn)動(dòng)外,在白沙鎮(zhèn)北玉湖村一帶的山前丘陵區(qū),左旋走滑特征與正斷特征同樣明顯。該區(qū)域斷層左旋走滑活動(dòng)形成了小型河流位錯(cuò)導(dǎo)致的改道、山嘴位錯(cuò)導(dǎo)致的眉脊,同時(shí)發(fā)育了大量沖溝位錯(cuò)現(xiàn)象并因積水而形成斷塞塘,這些解譯現(xiàn)象在實(shí)地調(diào)查過(guò)程中也得到了驗(yàn)證。在玉湖村西側(cè)山前,可見一斷層右階形成的小型壓性盆地(圖5a),斷層的連續(xù)活動(dòng)使坡面與沖溝匯水未外流而形成季節(jié)性斷塞塘,斷塞塘兩側(cè)可見較平直展布的斷層陡坎(圖5b)。在玉湖村北部山前同樣可見一沖溝被連續(xù)左旋位錯(cuò)(圖5c),盡管沖溝未被完全切斷,但斷層的持續(xù)活動(dòng)仍然使得局部形成了一個(gè)小型斷塞塘,斷塞塘南側(cè)可見一條連續(xù)展布的斷層陡坎(圖5d)。這些斷塞塘與斷層陡坎的發(fā)育與地貌上左旋位錯(cuò)活動(dòng)一致,說(shuō)明沖溝位錯(cuò)是斷層水平錯(cuò)動(dòng)導(dǎo)致的。此外,在白沙鎮(zhèn)南部山前斷層轉(zhuǎn)彎處,斷層分散為3條以上的分支,可以發(fā)現(xiàn)山前有大量一致性的連續(xù)左旋位錯(cuò)現(xiàn)象集中分布,包括配套的山體左旋錯(cuò)斷、沖溝左旋位錯(cuò)、斷塞塘的發(fā)育等(圖5e、圖5f)。
5 "討論與結(jié)論
5.1 "雪山東麓斷裂在川滇塊體中的構(gòu)造意義
前人提出多個(gè)構(gòu)造模型以解釋川滇塊體的復(fù)雜變形特征,大致可以歸納為3種:①高原塊體擠出模型:該模型在高原擴(kuò)展尺度能夠協(xié)調(diào)大型邊界斷裂的交接關(guān)系[38-41],但從嘉黎斷裂至紅河斷裂之間缺少貫通的大型斷裂;②川滇地區(qū)順時(shí)針的旋轉(zhuǎn)模型:該模型可以很好的解釋鮮水河斷裂、奠邊府?dāng)嗔选⒁约澳贤『拥葦嗔训男螒B(tài)特征[13,42-43],但這些斷裂如何切穿蘭坪思茅褶皺帶與紅河斷裂帶仍然缺乏證據(jù);③基于斷層運(yùn)動(dòng)學(xué)分析得到的次級(jí)塊體旋轉(zhuǎn)模型:該模型可以協(xié)調(diào)塊體周邊與內(nèi)部次級(jí)斷裂的運(yùn)動(dòng)特征[4,12],能夠部分解釋西邊界多條性質(zhì)復(fù)雜的次級(jí)斷層,但仍難以協(xié)調(diào)作為獨(dú)立次級(jí)塊體的內(nèi)部斷裂與邊界斷裂滑動(dòng)速率的差異。玉龍雪山東麓斷裂雖然只是川滇塊體西邊界體系內(nèi)的一條小斷裂,但其走向代表了滇西北一系列近南北走向的拉張性質(zhì)斷裂,這些塊體內(nèi)部斷裂與川滇塊體的整體運(yùn)動(dòng)特征并不協(xié)調(diào)。同時(shí),明確玉龍雪山東麓斷裂的活動(dòng)性質(zhì)也有助于理解川滇塊體西邊界的復(fù)雜形態(tài)問(wèn)題。川滇塊體西部難以用某條斷裂來(lái)概括其邊界,這些復(fù)雜斷裂的活動(dòng)性質(zhì)與交切關(guān)系不應(yīng)該被獨(dú)立分析,而應(yīng)當(dāng)放入一個(gè)構(gòu)造體系內(nèi)進(jìn)行考慮。
通過(guò)梳理前人研究資料,玉龍雪山東麓斷裂的不同活動(dòng)性質(zhì)在區(qū)域構(gòu)造上對(duì)應(yīng)著不同的運(yùn)動(dòng)學(xué)模型,可以初步總結(jié)為以下幾種對(duì)應(yīng)關(guān)系:①玉龍雪山東麓斷裂兼具走滑與正斷特征:根據(jù)川西北活動(dòng)地塊順時(shí)針轉(zhuǎn)動(dòng)模型,能比較好地解釋北東向麗江—小金河斷裂左旋走滑特征,同時(shí)能夠解釋與麗江—小金河斷裂共軛的玉龍雪山東麓斷裂的左旋走滑性質(zhì),此外,川西北地塊順時(shí)針旋轉(zhuǎn)能夠削弱金沙江—紅河斷裂帶右旋剪切作用,解釋了該斷裂帶在高原逃逸過(guò)程中較弱的作用[4,12](圖6a);②玉龍雪山東麓斷裂兼具走滑與逆沖特征:玉龍雪山與哈巴雪山受到來(lái)自南西西方向東構(gòu)造結(jié)的擠壓作用,同時(shí)被南東方向快速運(yùn)移的川滇菱形塊體阻擋,形成了右旋走滑兼具逆沖性質(zhì)的玉龍雪山東麓斷裂[14](圖6b);③玉龍雪山東麓斷裂為正斷特征:中甸斷裂帶與紅河斷裂帶一起構(gòu)成呈右階斜列的右旋剪切變形帶,滇西北裂陷帶位于其中的走滑拉分區(qū),發(fā)育了玉龍雪山東麓等南北向的正斷層,這種模式下中甸—大具斷裂為右旋走滑性質(zhì)(圖6c);④玉龍雪山東麓斷裂同樣為正斷特征:若中甸—大具斷裂為左旋走滑,在區(qū)域上與龍?bào)础獑毯髷嗔?、南汀河斷裂等共同組成繞東構(gòu)造結(jié)順時(shí)針旋轉(zhuǎn)的構(gòu)造帶,滇西北位于這個(gè)構(gòu)造帶的拉分階區(qū)[11,13](圖6d)。
5.2 "東麓斷裂與高原擴(kuò)展的關(guān)系
玉龍雪山位于川滇塊體西緣,是我國(guó)緯度最低的一座雪山,其形成機(jī)制一直缺少合理的解釋。而位于川滇塊體東緣的貢嘎雪山伴有鮮水河斷裂這樣大規(guī)模的配套斷裂,貢嘎雪山的隆起過(guò)程與鮮水河斷裂的貫通和活動(dòng)密切相關(guān)[44-45]。而玉龍雪山東麓斷裂只有幾十千米的長(zhǎng)度,其斷裂規(guī)模是否匹配玉龍雪山的快速隆升仍然存在疑問(wèn)。此外,地球物理資料表明中下地殼作用促進(jìn)了貢嘎雪山的隆升。從莫霍面深度看,川滇塊體東部貢嘎雪山下面地殼明顯增厚,但西部的玉龍雪山下部缺少證據(jù)表明中下地殼流的直接作用[46]。因此,玉龍雪山的隆起很可能更多受控于上地殼的構(gòu)造作用。
由于川滇塊體同時(shí)受到高原向南東方向擴(kuò)展與東構(gòu)造節(jié)北東向推擠的作用,導(dǎo)致川滇塊體的變形特征較為復(fù)雜。表現(xiàn)在塊體的配套斷裂方面,玉樹—鮮水河—安寧河—小江斷裂帶構(gòu)成的川滇塊體東邊界平直清晰,中段鮮水河斷裂的滑動(dòng)速率達(dá)10 mm/a[47-48];而川滇塊體西邊界斷裂形態(tài)曲折破碎,北西-南東、北東-南西、近南-北向斷裂同時(shí)發(fā)育。低溫年代數(shù)據(jù)表明,在青藏高原向南東方向擴(kuò)展的過(guò)程中,川滇地區(qū)快速隆起時(shí)間為距今9~13 Ma[49-51],與高原周緣整體造山擴(kuò)展時(shí)間一致[42,52]。川滇地區(qū)大型河流的形成與鮮水河等邊界斷裂的貫通大致發(fā)生于10~12 Ma[53-54],與川滇地區(qū)的快速隆起時(shí)間也相近。鋯石(U-Th)/He年齡表明,玉龍雪山的快速隆起時(shí)間起始于距今3 Ma左右[55],明顯晚于川滇塊體東緣的鮮水河斷裂活動(dòng)與貢嘎雪山隆起。因此,從高原生長(zhǎng)的角度看,川滇塊體西緣的玉龍雪山地區(qū)向外擴(kuò)展較晚。該地區(qū)同時(shí)發(fā)育了玉龍雪山東麓斷裂等南北向斷裂、德欽—中甸—大具等北西向斷裂、麗江—小金河等北東向斷裂,這些斷裂相比于川滇塊體東緣的鮮水河斷裂等具有新生性,很可能正在組合為新的川滇塊體西邊界。
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Research progress on Late Quaternary activity of the eastern foothill fault of Yulong Snow Mountain in Northwestern Yunnan and its tectonic implications
Hua Diwei, Jiang Dawei*, Zhang Shimin, Ding Rui, Chen Yongqi, Li Luyao
National Institute of Natural Hazards, Ministry of Emergency Management of China, Beijing 100085, China
[Abstract] """"The northwest Yunnan rift zone develops along the western boundary of the Sichuan-Yunnan block. The N-S trending eastern foothill fault of Yulong Snow Mountain on the northern edge of the rift zone extends between the Yulong Snow Mountain and the Lijiang Basin. It is the innermost part of the western boundary of the Sichuan-Yunnan block. The formation mechanism and activity characteristics of the eastern foothill fault of Yulong Snow Mountain are not only related to the complex structural boundary issues on the western side of Sichuan and Yunnan, but also can explain the uplift process of the Yulong Mountain and the Haba Mountain. After the MS7.0 earthquake in Lijiang in 1996, the eastern foothill fault of Yulong Snow Mountain widely attracted attention. However, previous research results about the Late Quaternary activity of this fault were diverse, including normal faulting, strike-slip faulting, and thrusting. It indicates that although this fault is only 60 kilometers long, it belongs to a complex tectonic system. Understanding the activity characteristics and earthquake-generating behavior of this fault is of great significance for establishing a complex structural model in the western Sichuan-Yunnan block. This article summarizes previous research data, reinterprets the fault based on satellite images, analyzes the typical fault-related landforms and identifies clear evidence of a combination of normal faulting and sinistral strike-slip along the fault. Field investigations have further validated these interpretations. Based on the conclusions and analysis presented in this paper, we have summarized different regional tectonic models corresponding to the different activity properties of eastern foothill fault of Yulong Snow Mountain. Meanwhile, from the perspective of plateau expansion, it is believed that the complex fault combination in the western Sichuan-Yunnan block is new and is forming a new western boundary of the Sichuan-Yunnan block.
[Keywords] Yulong Snow Mountain; the eastern foothill fault; fault activity; tectonic model; Lijiang earthquake