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江西武山铜矿尾矿坝软土地基分级加载稳定性问题分析
引用本文:马正文,程小俊,蔡鹤生.江西武山铜矿尾矿坝软土地基分级加载稳定性问题分析[J].安全与环境工程,2004,11(4):92-95.
作者姓名:马正文  程小俊  蔡鹤生
作者单位:中国地质大学,武汉,430074;深圳市岩土工程公司,深圳,518028
摘    要:稳定性分析是堤防、土石坝等以稳定性为控制条件的工程设计的一项重要工作,在软土地区尤其如此。由于软基堤坝稳定问题主要出现在施工期间,特别对于进行地基处理过的软基。本文结合工程实际,通过对湖相沉积软土上分级加载的堆石坝进行稳定性分析,指导了工程安全施工,收到了一定的效果。

关 键 词:软土地基  分级加荷  稳定性  稳定系数
文章编号:1671-1556(2004)04-0092-04
修稿时间:2004年7月2日

The Stability Analyse of Soft Soil Foundation of Copper Ore at Wushan in Jiangxi Province under Multi-stage Preloading
MA Zheng-wen,CHENG Xiao-jun,CHAI He-sheng.The Stability Analyse of Soft Soil Foundation of Copper Ore at Wushan in Jiangxi Province under Multi-stage Preloading[J].Safety and Environmental Engineering,2004,11(4):92-95.
Authors:MA Zheng-wen  CHENG Xiao-jun  CHAI He-sheng
Institution:MA Zheng-wen1,CHENG Xiao-jun2,CHAI He-sheng
Abstract:The stability analysis is a key job of earth banks and dykes,of which stability is regarded as the control condition of engineering design, particularly in the soft land area. The stability problems of dams appear primarily in the period of construction, especially the foundation that have been treated. This paper discusses the engineering construct which achieves some effect through combining engineering practical situation with the study on stability analysis of the dam that is under multi-stage preloading in some sedimentation areas of lake facies.
Keywords:soft soil foundation  multi-stage preloading  stability  stabilization coefficient
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