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泸州市城西垃圾压缩中转站开挖岩质边坡稳定性评价治理措施建议

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泸州市城西垃圾压缩中转站工程,开挖后将形成永久性岩质边坡,多暴露于地表.通过资料搜集、钻探、测量、取样、原位测试、调查等综合勘察手段,结合设计要求,提出岩土参数,定性、定量评价相结合,查明边坡稳定状态,提出了一种岩质开挖边坡稳定性综合评价方法,预测其发展趋势,提出合理建议,降低工程风险,对永久岩质边坡稳定性评价供研讨.
Suggestions on Stability Evaluation and Treatment Measures of Excavated Rock Slope at Garbage Compression Transfer Station in West Luzhou City
The permanent rock slope will be formed after the excavation of the garbage compression transfer station in west Luzhou City,which is mostly exposed to the surface.Through comprehensive investigation,such as data collection,drilling,measurement,sampling,in-situ testing and investigation,combined with design requirements,the geotechnical parameters,qualitative and quantitative evaluation are proposed to identify the stability of the slope,and a comprehensive evaluation method for the stability of the excavated rock slope is proposed.The development trend is predicted,reasonable suggestions are suggested to reduce the project risk,and the stability evaluation of permanent rock slope is discussed.

rock slopesouth Sichuan regionstabilitycalculated working condition

乔海涛、唐晓玲、吴倩

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四川省地质工程勘察院集团有限公司,成都 610072

岩质边坡 川南地区 稳定性 稳定性 计算工况

2024

四川地质学报
四川省地质学会

四川地质学报

影响因子:0.314
ISSN:1006-0995
年,卷(期):2024.44(1)
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