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砂卵石地层管幕施工中地层扰动的数值模拟

刘新建 张倍 边金 罗文江 赵辉

黑龙江科技大学学报2017,Vol.27Issue(5):515-519,5.
黑龙江科技大学学报2017,Vol.27Issue(5):515-519,5.DOI:10.3969/j.issn.2095-7262.2017.05.014

砂卵石地层管幕施工中地层扰动的数值模拟

Simulation of formation disturbance in construction of sand and gravel stratum

刘新建 1张倍 2边金 3罗文江 2赵辉3

作者信息

  • 1. 北京市轨道交通建设管理有限公司, 北京 100124
  • 2. 北京工业大学 城市与工程安全减灾省部共建教育部重点实验室, 北京 100124
  • 3. 北京城市交通协同创新中心, 北京 100124
  • 折叠

摘要

Abstract

This paper is aimed at identifying the degree to which projects disturb strata.The research involves establishing the new route of the Muxiyuanqiao South Station and Daxingmen Station using the mine method;based on the measured data, developing the three-dimensional numerical model using the FLAC3D software;and thereby investigating the influence of the pipe construction on the perturbation deformation in the sand and gravel stratum.The results show that the disturbances of the upper strata by the curtain construction are dominated by sediment;the pre-support system in the sand and gravel strata could reduce the disturbance of the upper soil layer by the tunnel construction;and the construction of the new tunnel under the action of the pipe pre-support system allows the existing structure of the settlement deformation to be controlled within the allowable range.The study could provide references for the design and construction of the pre-support system for the underground engineering.

关键词

砂卵石地层/管幕法/施工扰动/微变形控制/数值模拟

Key words

sand and gravel stratum/pipe curtain method/construction disturbance/microdeformation control/numerical simulation

分类

交通工程

引用本文复制引用

刘新建,张倍,边金,罗文江,赵辉..砂卵石地层管幕施工中地层扰动的数值模拟[J].黑龙江科技大学学报,2017,27(5):515-519,5.

基金项目

国家自然科学基金项目(41572276) (41572276)

黑龙江科技大学学报

OACSTPCD

2095-7262

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