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地震CT法在花崗巖球形風化殘留體勘探中的試驗研究

發(fā)布時間:2018-04-13 08:34

  本文選題:盾構隧道 + 花崗巖風化殘留體。 參考:《隧道建設》2016年01期


【摘要】:在城市盾構隧道建設過程中,盾構掘進若遇到花崗巖風化殘留體(俗稱孤石),掘進施工將非常困難,盾構姿態(tài)難以控制,刀具磨損嚴重,刀盤和刀座易變形,常常會出現(xiàn)噴涌、塌方、刀盤被牢牢卡住或刀盤嚴重磨損等意外情況。為保證盾構的順利掘進,需采用物探方法探測出隧道沿線孤石分布情況。針對南方地區(qū)花崗巖地層特征,采用數(shù)值模擬和現(xiàn)場應用試驗的方法開展花崗巖風化殘留體的地震CT法探測技術研究,經(jīng)鉆探取芯驗證與實際較吻合,解決了花崗巖風化殘留體的準確探測與定位的難題。提出的一些合理化建議可為今后類似城市地鐵工程施工提供參考。
[Abstract]:In the course of urban shield tunnel construction, if shield tunneling encounters granite weathering residual body (commonly known as solitary stone), tunneling construction will be very difficult, shield posture is difficult to control, tool wear is serious, cutter head and tool seat are easily deformed, and often spout will occur.Collapse, cutter head is firmly stuck or serious wear and tear of the cutter head and other accidents.In order to ensure the smooth excavation of shield, the distribution of solitary rock along the tunnel should be detected by geophysical exploration.According to the characteristics of granite strata in southern China, the seismic CT detection technique of granite weathering remains is studied by numerical simulation and field application test.The problem of accurate detection and location of granite weathering remains is solved.Some reasonable suggestions can be provided for the construction of similar urban subway projects in the future.
【作者單位】: 中鐵隧道勘測設計研究院;中國地質(zhì)大學(武漢);
【分類號】:U452.11

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1 胡熠;謝強;趙文;鄭立寧;;電磁波CT法巖溶路基注漿質(zhì)量檢測標準[J];西南交通大學學報;2013年03期

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本文編號:1743724

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