|
包承纲,饶锡保.土工离心模型的试验原理[J].长江科学院院报,1998,15(2):2-7.BAO Chenggang,RAO Xibao.Principle of the geotechnical centrifuge model test[J].Journal of Yangetze River Scientific Research Institute,1998,15 (2):2-7.[2] 黄志全,王思敬.离心模型试验及其在中国的应用[J].岩石力学与工程学报,1998,17(2):199-203.HUANG Zhiquan,WANG Sijing.A survey of application of centrifugal model testing in China[J].Chinese Journal of Rock Mechanics and Engineering,1998,17(2):199-203.[3] 雷胜友.离心模型试验技术及其在中国的应用[J].西安公路交通大学学报,1998,18(4B):222-226.LEI Shengyou.Centrifugal modelling and its application in China[J].Journal of Xi' an Highway University,1998,18 (4B):222 -226.[4] KINURA T,MAIR R J.Centrifugal testing of model tunnels in soft clay[C] //Proceedings of 10th International Conference on Soil Mechanics Foundation Engineering.Stockholm:A A Balkema,1981:195-221.[5] ATTEWELL P B,YEATES J,SELBY A R.Soil movements induced by tunneling and the effects on pipelines and structures[M].London:Blackie and Son,1986:289-299.[6] PECK R B.Deep excavations and tunneling in soft ground[C] // Proceedings of 7th International Conference on Soil Mechanics and Foundation.Mexico City:New Mexico State University Press,1969:225-290.[7] 周小文,濮家骝,包承纲.隧洞拱冠砂土位移与破坏的离心模型试验研究[J].岩土力学,1999,20(2):32-36.ZHOU Xiaowen,PU Jialiu,BAO Chenggang.A study of the movement and failure characteristics of sand mass above the crow n of a tunnel[J].Rock and Soil Mechanics,1999,20(2):32-36.[8] 周小文,濮家骝,包承纲.砂土中隧洞开挖稳定机理及松动土压力研究[J].长江科学院院报,1999,16(4):9-14.ZHOU Xiaowen,PU Jialiu,BAO Chenggang.Study on stability mechanism and relaxed soil pressure in sandy soil during excavation[J].Journal of Yangtze River Scientific Research Institute,1999,16(4):9-14.[9] 郭昭,王景铭,张师德.土工离心模拟试验的应变分析[J].上海铁道大学学报:自然科学版,1997,18(4):106-112.GUO Zhao,WANG Jingming,ZHANG Shide.Analysis of geotechnical centrifuge test data based on strain field[J].Journal of Shanghai Tiedao University:Natural Science Edition,1997,18(4):106-112.[10] 李景林,王剑平,徐光明.离心模型试验模拟基坑开挖的一种新方法[J].水利水运工程学报,2000(4):69-72.LI Jinglin,WANG Jianping,XU Guangming.A new method for simulation of excavation in centrifugal model test[J].Hydro-Science and Engineering,2000(4):69-72.[11] 丁金粟,汤启明,龚有满.用渗水力模型研究饱和土地基载荷性状[J].岩土工程学报,1994,16(1):8-20.DING Jinsu,TANG Qiming,GONG Youman.Investigation of behavior of saturated foundation soil under footing pressure by hydraulic gradient modeltest[J].Chinese Journal of Geotechnical Engineering,1994,16(1):8-20.[12] 侯瑜京.离心模型试验模拟塑料排水板处理软基的试验研究[J].大坝观测与土工测试,1995,19(5):18-20.HOU Yujing.Centrifugal modeling of the plastic plank in soft foundation treatment[J].Dam Observation and Geotechnical Tests,1995,19(5):18-20.[13] 汪小刚,张建红,赵毓芝,等.用离心模型研究岩石边坡的倾倒破坏[J].岩土工程学报,1996,18(5):14-21.WANG Xiaogang,ZHANG Jianhong,ZHAO Yuzhi,et al.Investigations on mechanism of slope toppling failure by centrifuge model testing[J].Chinese Journal of Geotechnical Engineering,1996,18 (5):14-21.[14] 濮家骝.土工离心模型试验及其应用的发展趋势[J].岩土工程学报,1996,18(5):92-94.PU Jialiu.Development trend of the geotechnical centrifuge model test and its application[J].Chinese Journal of Geotechnical Engineering,1996,18 (5):92-94.[15] 陈上明,张倬元,李强.某机场跑道软基变形性状的离心模型试验[J].地质灾害与环境保护,1996,7(1):88-103.CHEN Shangming,ZHANG Zhuoyuan,LI Qiang.Study on the deformation behavior of soft ground of an airport with centrifugal model[J].Journal of Geological Hazards and Environment Preservation,1996,7 (1):88-103.
|
点击查看大图
下载: