3LI ShaoJun 1,FENG XiaTing 1,LI ZhanHai 3,CHEN BingRui 1,JIANG Quan 1,WU ShiYong 2,HU Bin 2 &XU JinSong 2 1 State Key Laboratory of Geomechanics and Geotechinical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China,2 Ertan Hydropower Development Company,Ltd.,Chengdu 610051,China,3 School of Resources and Civil Engineering,Northeastern University,Shenyang 110004,China.In situ experiments on width and evolution characteristics of excavation damaged zone in deeply buried tunnels[J].Science China(Technological Sciences),2011,54(S1):167-174. 被引量：14
4ZHOU Hui 1,ZHANG Kai 2 & FENG XiaTing 1 1 State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China,2 State Key Laboratory for Geomechanics and Deep Underground Engineering,China University of Mining&Technology,Xuzhou 221008,China.A coupled elasto-plastic-damage mechanical model for marble[J].Science China(Technological Sciences),2011,54(S1):228-234. 被引量：5
