Release time:2016-03-31
Journal:J. CENT. SOUTH UNIV.(SCIENCE AND TECHNOLOGY)
Key Words:pipe-jacking ;disturbance defo rmatio n ;stochastic medium theo ry
Abstract:针对目前已有顶管施工扰动区土体变形预计公式存在的缺陷, 提出了一种新的扰动区土体变形计算方法。将顶管施工隧道周边岩土体看作一种随机介质, 将隧道开挖(或挤压)所引起的土体移动看作一随机过程, 应用随机介质理论, 对顶管施工隧道开挖引起的扰动区土体的移动与变形进行分析 , 推导了相应的扰动区土体下沉(隆起)、倾斜、水平移动、水平变形及弯曲曲率计算公式, 并编制了相应的计算程序。
Co-author:黄林冲, 施成华
Indexed by:Unit Twenty Basic Research
Document Code:1672-7207(2005)02-0323-06
Discipline:土木工程
Volume:36
Issue:2
Page Number:0323-0328
ISSN No.:1672-7207
Translation or Not:no
Date of Publication:2005-04-26
Links to published journals:http://www.cnki.net/KCMS/detail/detail.aspx?QueryID=1&CurRec=11&recid=&filename=ZNGD20050200U&dbname=CJFD2005&dbcode=CJFQ&pr=&urlid=&yx=&uid=WEEvREcwSlJHSldSdnQ1V040ZzdENzRzYWRpNkczVysvY1JMY0FJZDdxZGF
Pre One:Formation mechanism and treatment measures of basal diseases in railway tunnel.
Next One:Experimental study on the mechanical behavior of the base damage of railway tunnel
E-mail:012ca31c372fefbe38899ef52bbd3f75351736aa46ab2b47ad5718526f861120842c43d2d3cf06416bcda498ea87773e1ad33a25e892845d393e54862a137fa846e3393c8625533a835d6854295f6634651cb98717fa21b7cfa3578dd85ce8df3882be5a09ad870e8fe2b8c9a6584db01671269fcd67343fabc3f7cd61112624
The Last Update Time:..