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膨胀土场地基坑支护设计施工措施

刘克文 阮永芬 贾荣谷 丁海涛 黄春丽

结构工程师2017,Vol.33Issue(3):193-198,6.
结构工程师2017,Vol.33Issue(3):193-198,6.

膨胀土场地基坑支护设计施工措施

Construction & Design Measures of Foundation Pit Supporting on Expansive Soil Site

刘克文 1阮永芬 2贾荣谷 2丁海涛 1黄春丽1

作者信息

  • 1. 十四冶建设云南勘察设计有限公司,昆明650031
  • 2. 昆明理工大学建筑工程学院,昆明650500
  • 折叠

摘要

Abstract

The hazard of expansive soil in Mengzi areas is one of the most serious regions in our country with higher occurrence frequency.Based on the knowledge and understanding the characteristics of the expansive soil and its distribution as well as the surrounding environment of the foundation pit,all factors including the reasonable value of mechanical parameters,the influence of the horizontal expansion force,deformation characteristics,and earth excavation,waterproof and drainage measures and monitoring measures are discussed during the design process of foundation pit supporting structure;it is approved that using pile and anchor supporting system is feasible in the deep foundation pit supporting design.It is of good stability,small deformation,lower investment and it is convinced to be the optimal solution under the multi-target evaluation;it can provide certain reference and guidance for design and construction of foundation pit supporting in expansive soil area.

关键词

膨胀土/蒙自场地/桩锚支撑体系/水平膨胀力

Key words

expansive soil/Mengzi site/the pile anchor supporting system/horizontal expansion force

引用本文复制引用

刘克文,阮永芬,贾荣谷,丁海涛,黄春丽..膨胀土场地基坑支护设计施工措施[J].结构工程师,2017,33(3):193-198,6.

基金项目

横向项目(KKQS201306007和kkk0201506021),国家青年基金项目(51508253) (KKQS201306007和kkk0201506021)

结构工程师

OA北大核心CSTPCD

1005-0159

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