首页 | 官方网站   微博 | 高级检索  
     

盾构隧道内竖向顶管施工室内模型试验研究
引用本文:魏纲,郝威,魏新江,王霄.盾构隧道内竖向顶管施工室内模型试验研究[J].岩土工程学报,2022,44(1):62-71.
作者姓名:魏纲  郝威  魏新江  王霄
作者单位:浙大城市学院土木工程系;浙江大学建筑工程学院
基金项目:教育部产学合作协同育人项目(202102600002)。
摘    要:传统的竖井施工方法对居民生活、环境及周边交通的影响大,在此背景下,竖向顶管技术得以快速发展.基于现有相关研究,设计并发明了一种竖向顶管室内模型试验装置,考虑了不同覆土高度、不同千斤顶顶升速度以及土层含水与否3种影响因素对竖向顶管施工的影响,研究盾构隧道内竖向顶管施工引起的盾构隧道内侧变形及地表竖向位移变化规律.研究结果...

关 键 词:隧道工程  竖向顶管  模型试验  竖向位移  弯矩

Indoor model tests on the construction of vertical pipe jacking in shield tunnel
WEI Gang,HAO Wei,WEI Xin-jiang,WANG Xiao.Indoor model tests on the construction of vertical pipe jacking in shield tunnel[J].Chinese Journal of Geotechnical Engineering,2022,44(1):62-71.
Authors:WEI Gang  HAO Wei  WEI Xin-jiang  WANG Xiao
Affiliation:1. Department of Civil Engineering, Zhejiang University City College, Hangzhou 310015, China;2. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China
Abstract:The traditional shaft construction method has a great impact on the residents’ life,the environment and the surrounding traffic.With this background,the vertical pipe jacking technology has been developed rapidly.Based on the existing relevant researches,an indoor model test device for the vertical pipe jacking is designed and invented.Moreover,the influences of three factors,namely,different overburden heights,different jack lifting speeds,and whether the soil layer contains water or not,on the vertical pipe jacking construction are investigated.The changing laws of the deformation of the inner side of the shield tunnel and the vertical displacement of the ground surface due to the vertical pipe jacking construction in the shield tunnel are studied.The results show that the bending moment inside the shield tunnel presents a "W"-shaped distribution during the vertical pipe jacking process.When it is far from the center of the pipe jacking excavation,the vertical displacement of the ground surface is dominated by settlement,while near the center of pipe jacking excavation,the surface settlement decreases and presents an uplift phenomenon with the continuous jacking of the pipe.Furthermore,when the jacking speed is slow,it has a greater impact on the tunnel and the surrounding soil.When the overburden height is lower than 450 mm,with the increases of the overburden height,the settlement at measuring points in the surface settlement area increases.However,the overburden height has less effect on the displacement at measuring points in the uplift area.When the height of the covering soil increases to 500 mm,the surface uplift phenomenon disappears.The influences of the soil layer on the tunnel are more severe after adding water,which will cause the surface uplift value to increase.
Keywords:tunnel engineering  vertical pipe jacking  model test  vertical displacement  bending moment
本文献已被 维普 等数据库收录!
点击此处可从《岩土工程学报》浏览原始摘要信息
点击此处可从《岩土工程学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司    京ICP备09084417号-23

京公网安备 11010802026262号