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土层地基承载力分析
引用本文:张增祥,王金喜,张小康. 土层地基承载力分析[J]. 长春工程学院学报(自然科学版), 2010, 11(1): 33-35. DOI: 10.3969/j.issn.1009-8984.2010.01.010
作者姓名:张增祥  王金喜  张小康
作者单位:衡水市环境卫生管理处,衡水,053000;河北工程大学,邯郸,056038
摘    要:应用静力触探、标准贯入原位试验方法对杭州某建筑场地的地基承载力进行分析研究,结合室内土工试验得出的物理力学参数,给出场地地基承载力的特征值。结合地区工程经验,综合确定有关基坑围护设计参数建议值。

关 键 词:静力触探  标准贯入  承载力  地基

An analysis of ground bearing capacity of soil layer
ZHANG Zeng-xiang,etc.. An analysis of ground bearing capacity of soil layer[J]. Journal of Changchun Institute of Technology(Natural Science Edition), 2010, 11(1): 33-35. DOI: 10.3969/j.issn.1009-8984.2010.01.010
Authors:ZHANG Zeng-xiang  etc.
Affiliation:Hengshui Department of Environmental Hygiene Management;Hengshui 053000;China
Abstract:In this paper,the ground bearing capacity of the construction site in Hangzhou is studied by in-situ tests of cone penetration and standard penetration.The characteristic values of the foundation bearing capacity are surveyed combined with physico-mechanical parameters measured by indoor soil test.According to engineering practice,the design parameters of ground pit support are surveyed.
Keywords:cone penetration test  standard penetration test  bearing capacity  ground  
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