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上海联诚综合大楼基础类型及持力层选择的工程地质论证
引用本文:刘唐生,王生力.上海联诚综合大楼基础类型及持力层选择的工程地质论证[J].石家庄经济学院学报,1996(1).
作者姓名:刘唐生  王生力
作者单位:河北地质学院环境与工程系
摘    要:软土作为地基,在工程实际中往往会遇到不少问题。本文以上海联试综合大楼的岩土工程勘察为例,重点分析了软土基础类型、砂土液化及持力层的选择等问题,这对相同类型的建筑物有一定的参考价值。

关 键 词:基础类型,持力层,砂土液化,沉降

The Pemonstration of Engineering Geology for Foundation type and Chosen Bearing Strarum of liancheng Building in Shanhai
Liu Tangsheng, Wang Shengli.The Pemonstration of Engineering Geology for Foundation type and Chosen Bearing Strarum of liancheng Building in Shanhai[J].Journal of Shijiazhuang University of Economics,1996(1).
Authors:Liu Tangsheng  Wang Shengli
Abstract:The fundation of soft soil often leads to probems in the engineering practice.taking as example the geotechnical engineering investigation of Liancheng building in Shanhai,the article emphatically analyses foundatian type of soft soil and liquefaction and chosen bearing stratam,etc. A enlightenment is given to homogeneous building.
Keywords:foundation type  bearing stratum  liguefaction  settlement
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