山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2014年
34期
89-90,91
,共3页
滑坡%稳定性%分析
滑坡%穩定性%分析
활파%은정성%분석
landslide%stabilization%analysis
以花栗树包滑坡Ⅲ的工程实践为例，通过整理相关勘查资料、岩土试验等资料，分析了该滑坡的基本情况、滑坡体的物质组成、结构特征及物理力学性质，探讨了滑坡的破坏机理，用极限平衡法对滑坡体的稳定性进行了计算，并对其在不同工况条件下的稳定性进行了分析、评价与预测。
以花慄樹包滑坡Ⅲ的工程實踐為例，通過整理相關勘查資料、巖土試驗等資料，分析瞭該滑坡的基本情況、滑坡體的物質組成、結構特徵及物理力學性質，探討瞭滑坡的破壞機理，用極限平衡法對滑坡體的穩定性進行瞭計算，併對其在不同工況條件下的穩定性進行瞭分析、評價與預測。
이화률수포활파Ⅲ적공정실천위례，통과정리상관감사자료、암토시험등자료，분석료해활파적기본정황、활파체적물질조성、결구특정급물리역학성질，탐토료활파적파배궤리，용겁한평형법대활파체적은정성진행료계산，병대기재불동공황조건하적은정성진행료분석、평개여예측。
The engineering practice on the landslideⅢof Hualishubao as an example, the survey data and soil test were collected, the basic sit-uation of the landslide, the landslide material composition, structure characteristics and physical and mechanical properties were analyzed, the failure mechanism of the landslides were discussed, the landslide stability were calculated by limit equilibrium method, and the stabilization under different conditions were analyzed, evaluated and forecasted.
