基于大起伏溶蚀斜坡地带产业园工程基础选型的分析  

Analysis of Foundation Selection for Industrial Park Projects Based on Large Undulating Erosion Slope Zones

作　　者：向益 XIANG Yi(Guizhou Qianzikan Geotechnical Engineering Co.,Ltd.,Guiyang 550006,China)

机构地区：[1]贵州黔咨勘岩土工程有限公司,贵阳550006

出　　处：《价值工程》2024年第23期39-41,共3页Value Engineering

摘　　要：通过对贵阳市岩溶盆地边缘地带某大起伏溶蚀斜坡产业园区地质详勘实施方案、岩体和土工试验结果的综合分析,揭示了其典型的地层岩土特性、水文地质条件等要素特征,明确了该产业园的地基持力层和基础形式,分析了岩溶和基岩起伏面对本工程桩端地基稳定性的影响,并对基础开挖带来的潜在风险进行了预测,以期为类似工程设计与施工提供科学的参考依据。Through the comprehensive analysis of the detailed geological survey implementation plan,rock mass and geotechnical test results of a large undulating karst slope industrial park on the edge of the karst basin in Guiyang City,the typical characteristics of rock and soil,hydrogeological conditions,and other elements of the industrial park are revealed.The foundation bearing layer and foundation form of the industrial park are clarified,and the influence of karst and bedrock undulations on the stability of the pile foundation of this project is analyzed.The potential risks brought by foundation excavation are predicted,in order to provide scientific reference for similar engineering design and construction.

关 键 词：大起伏溶蚀斜坡 地基持力层 基础选型 

分 类 号：TU195[建筑科学—建筑理论]