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。
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.
出处
《长春工程学院学报（自然科学版）》
2010年第1期33-35,共3页
Journal of Changchun Institute of Technology：Natural Sciences Edition
关键词
静力触探
标准贯入
承载力
地基
cone penetration test
standard penetration test
bearing capacity
ground
