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强夯法加固Ⅱ级非自重湿陷场地
引用本文:丁志平. 强夯法加固Ⅱ级非自重湿陷场地[J]. 山西建筑, 2003, 29(7): 63-64
作者姓名:丁志平
作者单位:山西省勘察设计研究院
摘    要:结合有关工程实例 ,对场地地基的湿陷性能进行研究 ,提出了经济合理的强夯加固方案 ,经检查 ,完全消除了湿陷 ,提高了地基承载力

关 键 词:湿陷性黄土  承载力  湿陷系数  强夯地基加固
文章编号:1009-6825(2003)07-0063-02
修稿时间:2003-04-07

Reinforcement of non-selfweight collapsible site by dynamic consolidation
DING Zhi ping. Reinforcement of non-selfweight collapsible site by dynamic consolidation[J]. Shanxi Architecture, 2003, 29(7): 63-64
Authors:DING Zhi ping
Abstract:Combined with practical works the collapsibility of site ground is analyzed and a economic and reasonable strengthening scheme is proposed based upon dynamic consolidation. Construction shows that the collapsibility absolutely eliminated and the bearing capacity of foundation is enhanced.
Keywords:collapsible loess   bearing capacity   subsidence coefficient   foundation stabilization by dynamic consolidation
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