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考虑土流变的土坡稳定性分析方法研究
引用本文:谭红霞,杨宇.考虑土流变的土坡稳定性分析方法研究[J].湘潭大学自然科学学报,2005,27(2):77-79,97.
作者姓名:谭红霞  杨宇
作者单位:1. 湘潭大学土木工程与力学学院,湖南,湘潭,411105;湖南大学土木工程学院,长沙,410082
2. 湘潭大学土木工程与力学学院,湖南,湘潭,411105
基金项目:湖南省教育厅资助项目(02C592)
摘    要:随着土木建筑工程的发展,边坡工程越来越多.对于考虑流变的土坡稳定性分析方法目前主要有长期强度指标法和图解法等.结合软土流变的室内试验,提出了一种采用经验公式同时考虑流变的土坡稳定性分析法,并对某工程土质边坡稳定性进行了分析论证.

关 键 词:软土  流变  边坡  稳定性
文章编号:1000-5900(2005)01-0077-03

Study on Analysis Method of the Stability of Soil Slope With the Rheology of Soil Considered
TAN Hong-xia,YANG Yu.Study on Analysis Method of the Stability of Soil Slope With the Rheology of Soil Considered[J].Natural Science Journal of Xiangtan University,2005,27(2):77-79,97.
Authors:TAN Hong-xia  YANG Yu
Institution:TAN Hongxia1,2,YANG Yu2
Abstract:With the development of infrastructures, there are more and more slope engineerings. To analyzethe stability of soil slopes with the rheology of soil considered,the methods such as taking the long-term strength parameter of soils into account and using diagrams are often applied. Since these methods have some inconvenience in practice, a new method, which included some empirical formula to analyze the stability of soil slopes with the rheology of soil considered, is put forward and with the present method, combining indoor experiments, the stability of a practical slope is analyzed.
Keywords:soft clay  rheology  slope  stability
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