摘要
滑带土抗剪强度指标c,φ值,直接影响滑坡稳定性验算和防治工程的设计,甚为重要。但受客观条件限制,往往很难准确取得。本文通过安康火石岩新码头滑坡勘察实例,介绍利用恢复山体极限平衡状态核算方法来获取滑带土抗剪强度指标,对相类似滑坡勘查具有现实意义。
The index of landslide soil shearing resistance--index of c,f ,which directly impacts the calculation of landslide stability and the design of preventing project is of great importance.But under the restriction of objective conditions,it is very hard to get accurately in most cases. Through the real case of landslide reconnaissance of Ankang Huoshiyan New Dock.This article introduces the way through budgeting the mountain massif extreme balance condition recovery to get the index of landslide soil shearing resistance.It contributes realistic significance to the similar landslide
出处
《科技信息》
2012年第23期73-75,共3页
Science & Technology Information
作者简介
任运良，男，51岁，工程师，1983年毕业于郑州地质学校，主要从事矿产地质、工程地质工作。
