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强夯法夯后地基土中超静孔隙水压力的监测方法
引用本文:李福来,林进杰,张运芳,颜英.强夯法夯后地基土中超静孔隙水压力的监测方法[J].勘察科学技术,2011(2):27-30,50.
作者姓名:李福来  林进杰  张运芳  颜英
作者单位:1. 中勘冶金勘察设计研究院有限责任公司,河北·保定,071069
2. 云南锡业公司大屯选厂,云南·个旧,661017
摘    要:该文通过两个强夯法加固地基时土中孔隙水压力监测的工程实例,简要叙述了土中孔隙水压力及超静孔隙水压力监测的现场实用作业方法,并阐明了强夯法加固时开展孔隙水压力监测工作的实际意义和效果;对以砂土为主的地基,总结了夯击后土中超静孔隙水压力的消散规律,目的在于倡导今后更多地积累类似方面的经验和素材,促进强夯施工和检测工作规范性...

关 键 词:强夯  孔隙水压力  超静孔隙水压力  监测

Monitoring Method of Excess Pore Water Pressure in Foundation Soil after Dynamic Compaction Method
Li Fulai,Lin Jinjie,Zhang Yunfang,Yan Ying.Monitoring Method of Excess Pore Water Pressure in Foundation Soil after Dynamic Compaction Method[J].Site Investigation Science and Technology,2011(2):27-30,50.
Authors:Li Fulai  Lin Jinjie  Zhang Yunfang  Yan Ying
Affiliation:Li Fulai~1 Lin Jinjie~1 Zhang Yunfang~1 Yan Ying~2 (1.Zhongkan Metallurgical Investigation Design & Research Institute Co.,Ltd. 2.Beneficiation Plant in Datun,Yunnan Tin Mines Company)
Abstract:Through two engineering examples of pore water pressure monitoring in foundation soil by dynamic compaction method,the field practical operation method in pore water pressure and excess pore water pressure in soil is introduced summarily,and the actual meaning and effect in monitoring pore water pressure by dynamic compaction method is illustrated;for the sand soil foundation,the dissipation law of excess pore water pressure in soil after dynamic compaction is summarized,it aims at the similar experiences a...
Keywords:dynamic compaction  pore water pressure  excess pore water pressure  monitoring  
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