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重堆场基坑边加固措施研究
程群 姚守涛 叶文娟
摘 要

(中建四局第六建筑工程有限公司, 合肥 230011

[摘要]基坑在坑边竖向荷载的作用下,各项变形指标都应满足规范要求,才使得基坑安全可靠。在坑边超载的情况下,基坑安全性无法得到保障,重堆场加固使得基坑体系及土体变形满足规范要求。通过施工工艺、数值模拟、理论计算等方法验证加固措施的有效性及可行性。对大多数基坑可提供很高的借鉴。

[关键词]深基坑; 重堆场; 加固; 数值模拟

中图分类号: TU47   文献标识码: A  文章编号: 1002-848X(2015)S2-0148-04

作者简介:程群,硕士,总工程师, Emailsjchengq@cscec.com

 

Study on the reinforcement measures of the foundation pit

Cheng Qun, Yao Shoutao, Ye Wenjuan

China Construction 4th Engineering Bureua 6th Corp Limited, Hefei 230011, China

Abstract The foundation pit in the vertical load, the deformation index should meet the standard requirements, it makes the foundation pit safe and reliable. In the case of pit side, the safety of foundation pit can not be ensured, and the deformation of foundation pit and soil deformation can meet the standard requirements. The effectiveness and feasibility of the reinforcement measures are verified by means of construction process, numerical simulation and theoretical calculation. For most of the foundation pit can provide a high reference.

Keywords deep foundation pit heavy yard reinforcement numerical simulation

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