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作 者:朱文彩 熊靖 王楚阳 Zhu Wencai;Xiong Jing;Wang Chuyang(Hydrogeology and Engineering Geology Exploration Institute of Hubei Province,Wuhan,Hubei 430050)
机构地区:[1]湖北省水文地质工程地质勘察院,湖北武汉430050
出 处:《资源环境与工程》2021年第3期391-393,共3页Resources Environment & Engineering
摘 要:结合武汉市川江池公园岩土工程勘察实例,介绍通过野外初步判定、现场实验和室内实验数据分析确定场地内存在新近沉积土的过程,并提出应根据地基土承载力的不同、建(构)筑物基底荷载大小和对差异变形的承受能力,针对性地采取不同的处置措施。通过总结经验,为类似勘察场地内新近沉积土的识别提供借鉴。Combined with the geotechnical engineering investigation ofChuanjiangchi Park in Wuhan City,this paper introduces the process of determining the newly deposited soil in the site through field preliminary judgment,field experiment and indoor experimental data analysis,and puts forward that different treatment measures should be taken according to the different bearing capacity of foundation soil,the load size of building(structure)base and the bearing capacity of different deformation.By summing up the experience,it can provide reference for the identification of new sedimentary soil in similar investigation sites.
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