摘要
本文从工程可靠性出发 ,对和平沟滑坡可能的失稳规模、方式及其危害性进行了深入分析。初步估算出该滑坡的危险性 (风险 )概率 ,否定了该滑坡治理的必要性 ,从而为国家节约了可观的建设资金。
In order to estimate the treatment engineering of He Ping Gou landslide,the risk of the landslide was studied in this paper.By site investigation,ground crack inspecting and monitoring the landslide deformation in drill,the instability scale,the failure pattern and the likely damage it might caused while sliding was deeply analyaed.Abide by the thought of engineering reliability,we figure out the dangerous probability roughly,and reach the conclusion of unnecessary treatment for He Ping Gou landslide,This saved a quantity of building fund for our country.Abouve all, the ananlysis clue of this paper was useful for other geological hazard preservation reference.
出处
《山地学报》
CSCD
2002年第5期611-615,共5页
Mountain Research
基金
博士后基金资助 (工程作用诱发边坡地质灾害的机理研究 )
