深埋隧洞TBM掘進(jìn)微震實(shí)時(shí)監(jiān)測(cè)與特征分析

馮夏庭　陳炳瑞

摘要：針對(duì)深埋硬巖隧洞TBM 掘進(jìn)過(guò)程中開展微震實(shí)時(shí)監(jiān)測(cè)存在的困難與不足，對(duì)現(xiàn)有微震監(jiān)測(cè)技術(shù)進(jìn)行優(yōu)化與改進(jìn)，并在錦屏II 級(jí)水電站3#引水隧洞TBM 施工洞段開展微震實(shí)時(shí)監(jiān)測(cè)。監(jiān)測(cè)結(jié)果表明：（1） TBM 施工環(huán)境噪音復(fù)雜，但主要噪音特征明顯，可通過(guò)建議的濾波方法有效濾除。（2） 圍巖的微震活動(dòng)和TBM 掘進(jìn)及掘進(jìn)速率具有明顯的關(guān)系，TBM 掘進(jìn)速率增加，圍巖微震明顯活躍；TBM 掘進(jìn)速率降低，圍巖的微震活動(dòng)明顯降低；微震平靜期發(fā)生在TBM 檢修期間，最活躍期發(fā)生在TBM 檢修后掘進(jìn)4～6 h。（3） 一些巖爆發(fā)生前，微震事件和能量釋放在空間上由隨機(jī)離散狀態(tài)變得相對(duì)集中，在時(shí)間上微震事件的數(shù)量和能量有一個(gè)迅速增加的趨勢(shì)；視體積有突增趨勢(shì)，能量指數(shù)有突然下降跡象。（4） 在深埋隧洞TBM 掘進(jìn)過(guò)程中進(jìn)行微震實(shí)時(shí)監(jiān)測(cè)，可以獲得巖爆發(fā)生前的有效微震信息，獲得巖爆發(fā)生前微震活動(dòng)的演化特征與規(guī)律，為巖爆的發(fā)生提供較為準(zhǔn)確的預(yù)警信息。因此，通過(guò)微震監(jiān)測(cè)預(yù)測(cè)預(yù)報(bào)深埋隧洞TBM 掘進(jìn)過(guò)程中巖爆的發(fā)生是可行的。

關(guān)鍵詞：巖石力學(xué)；微震監(jiān)測(cè)；巖爆預(yù)測(cè)；深埋隧洞；TBM；能量指數(shù)；錦屏II 級(jí)水電站

Abstract：According to the difficulties and shortcomings of real-time microseismic monitoring during tunnel boring machine（TBM） tunneling with overburden of over 2 000 m-thick hard and brittle rock mass，the traditional microseismic monitoring technology，used in the mines，is optimized and improved；and the new microseismic monitoring technology is utilized during the TBM tunneling in the diversion tunnel #3 of Jinping II hydropower station. The monitoring results show as follows：（1） The ambient noise is much and complex，but the main characteristic is clear during TBM tunneling；and it can be filtered through the proposed filtering method effectively. （2） There is an obvious relationship that microseismic activity increases with the increase in TBM tunneling rate between microseismic activity of surrounding rock mass and the TBM tunneling rate，vice versa. Microseismic activity is very weak during the period of TBM maintenance，but it becomes most active when TBM working lasts for 4–6 hours after TBM maintenance. （3） Before some rockburst occurred，distribution of microseismic events and energy release gradually convert from discrete to relatively concentrative in spatial domain，the number of microseismic events and the radiated energy increase rapidly in temporal domain；and apparent volume of surrounding rock mass has a sudden increasing trend；energy index has a sudden drop trend in the same time. （4） When microseismic monitoring is carried out during TBM tunneling covered with thickly hard and brittle rock mass，effective microseismic information can be acquired；the evolution characteristic and law of microseismic activity can be found and known；and more accurate early-warning information of rockburst can be provided. Therefore，it is possible and feasible to forecast the occurrence of rockburst by microseismic monitoring.

Keywords：Rock mechanics；microseismic monitoring；rockburst prediction；deep-buried tunnel；tunnel boring；machine（TBM）；energy index；Jinping II hydropower station