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考虑地下水渗流的基坑水土压力计算新图式
引用本文:汤连生,黄国怡,杜赢中,廖化荣. 考虑地下水渗流的基坑水土压力计算新图式[J]. 岩土力学, 2004, 25(4): 565-569
作者姓名:汤连生  黄国怡  杜赢中  廖化荣
作者单位:1.中山大学 地球科学系,广东 广州 510275;2.广东省水利电力学校,广东 广州 510610
基金项目:国家自然科学基金项目(批准号:50279056),广东省自然科学基金项目(批准号:031601),广东省科技计划项目(批准号:2003C33301)的资助。
摘    要:用经典的土力学理论计算基坑的水土压力时所得数值和基坑结构上的实测值相差很大,分析了造成这种差异的最重要原因是地下水渗流对基坑土压力的影响,由此提出了考虑地下水渗透力的水土压力计算新图式。该图式对非均质土层基坑工程及边坡工程均适用。通过实例计算表明,根据新计算图式所求得的水土压力值和实测值基本一致。

关 键 词:基坑  水土压力  计算图式  渗流  渗透力  
文章编号:1000-7598-(2004)04-0565-05
收稿时间:2003-01-20
修稿时间:2003-01-20

A new calculation chart of water-earth pressure on foundation pit considering groundwater seepage
TANG Lian-sheng,HUANG Guo-yi ,DU Ying-zhong ,LIAO Hua-rong. A new calculation chart of water-earth pressure on foundation pit considering groundwater seepage[J]. Rock and Soil Mechanics, 2004, 25(4): 565-569
Authors:TANG Lian-sheng  HUANG Guo-yi   DU Ying-zhong   LIAO Hua-rong
Affiliation:1.Department of Earth Sciences, Zhongshan University, Guangzhou 510275, China; 2.Guangdong Provincial School of Water Resources and Hydropower, Guangzhou 510610, China
Abstract:Groundwater seepage is explored, which is the main reason why measured water-earth pressure values on supporting structure is generally very different with that calculated with classic earth pressure theories is explored. Mechanical affects of groundwater seepage on earth pressure are studied. A new calculation charts of water-earth pressure on the foundation pit with consideration of groundwater seepage is presented. This calculation chart is universally applicable to the excavation engineering and the stability of earth slopes in homogeneous soil. It is proved that measured water-earth pressure values on supporting structure is consistent with that calculated with the calculation chart.
Keywords:foundation pit  water-earth pressure  calculation chart  seepage  seepage force
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