%0 Journal Article
%T A STUDY ON THE DESIGN OF PERMEABLE R.C. LINING IN HIGH PRESSURE WATER CARRIAGE TUNNEL<br>渗水高压引水隧洞衬砌的设计研究
%A Yang Linde
%A Ding Wenqi
%A <br>杨林德
%A 丁文其
%J 岩石力学与工程学报
%D 1997
%I 
%X The coupled analysis model of uniform seepage flow force and earth stress field is set up, and the formula established based on test results, which shows the permeability coefficient varies with stress level. On the basis of concrete lining deformation character with crack emerged, a design method of high pressure water carriage tunnel lining is put up. Then the FEM program is used in the design and research of the permeable concrete lining for high pressure water carriage tunnel in Guangzhou Pumped Storage Power Plant.
%K stress field
%K uniform seepage flow force
%K coupled analysis
%K high pressure water carriage tunnel
%K permeable concrete lining<br>应力场，渗流体积力，耦合分析，高压引水隧洞，渗水混凝土衬砌
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=62B501273AAABE9A21F44A9BCDDE540E&yid=5370399DC954B911&vid=7801E6FC5AE9020C&iid=0B39A22176CE99FB&sid=4BB057F167CF3A60&eid=7555FB9CC973F695&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=20&reference_num=3