%0 Journal Article
%T THEORETIC AND TESTING ANALYSIS OF SOIL DEFORMATION IN THE AREA OF DISTURBANCE CAUSED BY PIPE-JACKING<br>顶管施工扰动区土体变形的理论与实测分析
%A Fang Yingguang
%A Mo Haihong
%A Zhang Chuanying
%A <br>房营光
%A 莫海鸿
%A 张传英
%J 岩石力学与工程学报
%D 2003
%I 
%X According to site monitoring and test results, the mechanism and behaviour of soil deformation induced by large-scale pipe-jacking construction are analyzed and a significant mechanism theory is presented. With soil compactedness change taken into account, Peck's subsidence formulation (RPSF) is revised, and the results calculated by RPSF are in a good agreement with that by site monitoring.
%K soil mechanics
%K pipe-jacking construction
%K disturbance deformation
%K site monitoring<br>土力学
%K 顶管施工
%K 扰动变形
%K 现场监测
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=2F3118AF51445CA6&yid=D43C4A19B2EE3C0A&vid=BC12EA701C895178&iid=E158A972A605785F&sid=ED9DF3402785F68D&eid=10A39635766FF5D0&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=18&reference_num=4