%0 Journal Article
%T THE FOUNDATIONAL PIT′S PERCOLATION STABILITY EVALUATION OF THE KEY WATER CONTROL PROJECT IN XINJIANGJIEPAI<br>信江界牌枢纽工程基坑渗透稳定性评价
%A Wang Guoqiang
%A <br>王国强
%J 岩石力学与工程学报
%D 1999
%I 
%X Through calculating practical hydraulic gradient and determining allowable hydraulic gradient, the seepage stability of cofferdam and foundation pit has been evaluated. This work provides a policy basis for the project headquarters to manage seepageproof construction and save its cost at the river island.
%K longitudinal cofferdam
%K seepage stability<br>纵向围堰，渗透稳定性
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=1887CE0224F8F229&yid=B914830F5B1D1078&vid=13553B2D12F347E8&iid=0B39A22176CE99FB&sid=CA4FD0336C81A37A&eid=CA4FD0336C81A37A&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=4&reference_num=0