Study of the deformation law of the ancient city wall induced by metro shield tunneling and its control technology
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Study of the deformation law of the ancient city wall induced by metro shield tunneling and its control technology
Vol. 32, Issue S1, (2011)
作者机构:
1. 西安科技大学 建筑与土木工程学院,西安,710054
2. 煤炭科学研究总院 重庆研究院,重庆,400037
3. 中铁电气化局西安铁路工程有限公司,西安,710032
作者简介:
基金信息:
DOI:
CLC:TU471
Online First:16 May 2011,
Published:2011
稿件说明:
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REN Jian-xi, ZHANG Yin-he, FENG Chao. Study of the deformation law of the ancient city wall induced by metro shield tunneling and its control technology[J]. 2011, 32(S1).
DOI:
REN Jian-xi, ZHANG Yin-he, FENG Chao. Study of the deformation law of the ancient city wall induced by metro shield tunneling and its control technology[J]. 2011, 32(S1).DOI:
Study of the deformation law of the ancient city wall induced by metro shield tunneling and its control technology
Based on Xi'an Metro #2 interval tunnel through the south gate of the ancient city wall
three possible construction programs by the establishment of FLAC3D numerical model are accomplished. The program is suggested that is formed by segment support and grouting behind the segment
chemical grouting in the soil within the city gate and piling bored piles closed to the ancient city wall south foundation as the best joint construction program. The deformation law of the ancient city wall caused by the joint program is studied; and the monitoring program is given. It is shown that the method suggested of deformation control technique for the ancient city wall is reasonable; and the deformation of the ancient city wall and the surface caused by metro shield tunneling is in the safe range. Deformation law is obtained from the ancient city wall caused by the metro shield tunneling and its control technology. The experience are beneficial to the Xi'an Metro #1 which will be through the east and west ancient city wall.
FEM analysis of the deformation laws of deep excavation of Senlin Park Subway Station
In-situ monitoring and analysis of tunnel deformation law in weak loess
Research on influences of initial water content on deformation and strength behaviors of frozen silty clay
Deformation and failure mechanism of entity coal side and its control technology for roadway driving along next goaf in fully mechanized top coal caving face of deep mines
Experimental study of deformation and acoustic emission characteristics of rectangular roadway under different unloading rates
Related Author
LIU Jie
REN Jian-xi
CAO Ning-quan
QIU Jun-ling
HU Zhao
XIE Yong-li
LAI Hong-peng
FAN Hao-bo
Related Institution
School of Civil Engineering, Xi ’an Science and Technology University, Xi ’an
Shaanxi Provincial Major Laboratory for Highway Bridge & Tunnel, Chang’an University
School of Highway, Chang'an University
School of Civil Engineering, Lanzhou Jiaotong University
State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences