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软土区双线盾构施工引起的土体变形及孔压研究
Alternative TitleSoil deformation and excess pore water pressure caused by excavation of twin-bored tunnels in soft soil
Ding, Zhi1,2; Hong, Zhe Hao1; Feng, Cong Lie1; Wei, Xin Jiang1; Xu, Tao2; Wang, Tao3
2020-08-01
Source Publication岩土工程学报/Chinese Journal of Geotechnical Engineering
ISSN1000-4548
Volume42Issue:8Pages:1465-1473
Abstract

以杭州地铁 2 号线某盾构区间工程为背景,推导饱和软土双线盾构掘进引起的土体变形及孔压理论解,结合 实际工程参数分析土体及超孔压变化规律;控制切口附加推力、盾壳摩擦力和盾尾注浆压力的取值,研究不同施工参 数对土体竖向变形的影响。结果表明:盾构接近研究断面时,施工参数对土体变形的影响较大;当双线盾构推进通过 研究断面一定距离后,其施工引起的横向地表位移变化和切口附加推力作用下的超孔压变化趋于稳定;盾壳摩擦力对 孔压的影响范围主要集中在盾构穿越一半长度内;当双线盾构远离研究断面后,盾尾注浆作用产生的超孔压力趋近于 0; 研究结果可为杭州软土区类似盾构工程提供指导建议。

Keyword软土 双线盾构隧道 盾构施工 土体变形 孔压变化
DOI10.11779/CJGE202008011
URLView the original
Language中文Chinese
PublisherChinese Society of Civil Engineering
Scopus ID2-s2.0-85091242326
Fulltext Access
Citation statistics
Document TypeJournal article
CollectionFaculty of Science and Technology
DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Corresponding AuthorDing, Zhi
Affiliation1.Department of Civil Engineering, Zhejiang University City College, Hangzhou, 310015, China
2.Department of Civil and Environmental Engineering, University of Macau, Macao, 999078, Macao
3.China Design Group Corporation Limited, Nanjing, 210014, China
First Author AffilicationUniversity of Macau
Corresponding Author AffilicationUniversity of Macau
Recommended Citation
GB/T 7714
Ding, Zhi,Hong, Zhe Hao,Feng, Cong Lie,等. 软土区双线盾构施工引起的土体变形及孔压研究[J]. 岩土工程学报/Chinese Journal of Geotechnical Engineering, 2020, 42(8), 1465-1473.
APA Ding, Zhi., Hong, Zhe Hao., Feng, Cong Lie., Wei, Xin Jiang., Xu, Tao., & Wang, Tao (2020). 软土区双线盾构施工引起的土体变形及孔压研究. 岩土工程学报/Chinese Journal of Geotechnical Engineering, 42(8), 1465-1473.
MLA Ding, Zhi,et al."软土区双线盾构施工引起的土体变形及孔压研究".岩土工程学报/Chinese Journal of Geotechnical Engineering 42.8(2020):1465-1473.
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