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摘要:
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在调查康云油库后方山体局部影响滑坡的地质条件、岩土特性等因素的基础上,结合工程的特点,对滑坡问题进行了综合分析,找出产生滑坡的主要因素。通过对滑坡体饱水状态前后进行稳定分析,认为相应滑动体在非饱水状态是稳定的,但在饱水情况下处于不稳定状态,必须进行治理。通过针对性的工程治理措施及工程实践,达到了预期的目的。
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Based on the investigation and study of the geological conditions and geotechnical behaviors of the sidehill behind Kangyun Oil Depot,comprehensive analyses were made to chase down the major factors causing the landslides.After stability analyses were made on the sliding mass before and after it was saturated,it was found out that the sliding mass was stable when it was not saturated,but it became unstable when it was saturated,calling for immediate harnessing.After appropriate measures had been taken,the problem sliding mass was harnessed with the anticipated results.
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基金项目:
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作者简介:
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参考文献:
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[1] 陈祖煜.土质边坡稳定分析的原理和方法[R].中国水利水电科学研究院,2000.
[2] 陈有亮.岩体高边坡滑移与失稳的力学分析[J].煤炭学报,2000,25(6):598-601.
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