复杂土坡稳定的电算分析  

Accurate analysis of complicated slope stability

作　　者：潘睿[1] 

机构地区：[1]哈尔滨学院土木工程系,黑龙江哈尔滨150086

出　　处：《哈尔滨工业大学学报》2004年第4期550-552,共3页Journal of Harbin Institute of Technology

摘　　要：黏性土坡的稳定性分析因为滑裂面不能预先判定和土体受力的复杂性而使计算十分烦琐.为了能够手算,以往的计算模型都尽力简化.现在常用的3种分析方法,即条分法、泰勒法和毕肖普法,都只讨论了简单土坡,过多的简化使计算模型不能反映土坡的实际情况.用电算作土坡稳定分析可以使计算结果臻于精细.Calculation analysis of sticky slope stability becomes complex due to unpredictable crack of slope and complication of ground receiving pressure. The previous calculation models are simplified in order that we can handle it by hands. Now three methods are used: Slices Method, Tayerlor's Method and Bishop's Method. The three methods only discuss simple slopes, while too much simplification of computer models can't reflect reality of the slope. Analysis of slope stability by electronic calculation can make the results of calculation more accurate.

关 键 词：黏性土坡 稳定性 电算分析 计算机 

分 类 号：TU43[建筑科学—岩土工程] TP391.77[建筑科学—土工工程]