%0 Journal Article
%T VISCO-ELASTICAL ANALYSIS OF SURROUNDING ROCK DEFORMATION OF QINLING TUNNEL AT GREAT DEPTH AND HIGH GROUND TEMPERATURE<br>秦岭隧道在深埋高地热条件下围岩变形的粘弹性分析
%A Liu Baoguo
%A Yang Yingjie
%A Zhang Qing
%A <br>刘保国
%A 杨英杰
%A 张清
%J 岩石力学与工程学报
%D 1999
%I 
%X According to creep test results of surrounding rock of Qinling tunnel under different temperatures, visco-elastical deformation of surrounding rock at great depth and high ground temperature is analysed quantitatively using visco-elastical theory. Existing difference of surrounding rock deformation between normal and high temperature and problems at high tempetature are pointed out. This has positive effect for preventing early disaster caused by high ground temperature.
%K tunnel
%K high ground temperature
%K deformation of surrounding rock
%K visco-elastisity<br>隧道
%K 高地温
%K 围岩变形
%K 粘弹性
%K 铁路隧道
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=AC96AD79572CD8D9A3FE2B629B237EC7&yid=B914830F5B1D1078&vid=13553B2D12F347E8&iid=38B194292C032A66&sid=7979125BBE749348&eid=B4E8EA49DAAEB84F&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=4&reference_num=14