[1] H.Bolton Seed, Kenneth L.Lee.Liquefaction of saturated sands cyclicloading [J].ASCE, Vol92 SM6 NoV, 1966.
[2] S、普拉卡什(印度)著.徐攸在等译.汪闻韶校.土动力学 [M].北京:水利电力出版社, 1984Translated by Xu Youzai etc, Collated by Wang Wenshao Soil dynamicmechanics..Beijing:Water Conservancy and Electric Power Press, 1984.
[3] 地基基础译文集砂土液化编辑委员会.地基基础译文集砂土液化分册 [M].北京:中国建筑工业出版社, 1979.The fascicule of sand liquefaction in the translating version of groundand foundation, Beijing:Chinese Construction Publishign House, 1979.
[4] Seed H.B and Idriss I.M.Proc.Simplified procedure for evaluatingsoil liquefaction potential [J].ASCE, SM9, 1971
[5] Seed B B.Design Problems in Soil Liquefaction [J].ASCE.1987, (8).
[6] 谢定义.土动力学 [M].西安:西安交通大学出版社.1988, 46~54Xie Dingyi.Soil dynamic mechanics.Xian Jiaotong University Publishing House, 1988, 46~54.
[7] 衡朝阳.含粘粒砂土抗液化性能的试验研究 [D].太原:太原工业大学硕士学位论文.1993.Heng Chaoyang.The research and study of liquefaction resistant Characteristics of clayey sand.Taiyuan:Taiyuan University of Technology, 1993.
[8] K.Y.C Chung and I.H.Wang.Liquefaction Potential of Soils withPlastic Fines [J].Soil Dynamics and Earthquake Engineering, 1982.
[9] 吴建平、吴世明.动荷载下含粘粒砂土的特性 [A].全国土工建筑物及地基抗震学术讨论会论文汇编 [C], 1986, 265~268.Wu Jianping, Wu Shiming.The characteristics of clayey sand.in dynamic load Proceeding of soil engineering building&foundation earthquake resistant, 1986, 265~268.
[10] 范淑菊.夯后轻亚粘土抗液化性能的试验研究 [D].太原:太原工业大学硕士学位论文, 1988.Fan Shuju.The research and study of liquefaction resistant Characteristics of sandy loam after dynamic compaction.Master thesis.Taiyuan:Taiyuan University of Technology, 1988.
[11] Qiu Yihui, Fan Shuju and Fan Weiyuan.Some aspects on the liquefaction potential of dynamically compacted loesslike sand loam [A].Proc.of Ninth World Conference on Earthquake Engineering [C].Vol.3.
[12] 王思敬.工程地质学的任务与未来 [J].工程地质学报, 1999, 7(3):195~199.Wang Sijing.Tasks and future of engineering geology.Journal of Engineering Geology, 1999, 7(3):195~199.
[13] 赵经彻, 何满潮著.建筑物下煤炭资源可持续开采战略 [J].徐州:中国矿业大学出版社.1997.Zhao Jingche, He Manchao.Sustainable mining stratagem on coal resources under buildings.Xuzhou:China University of Mining andTechnology Publishing House, 1997.
[14] 顾小芸.海洋工程地质的回顾与展望 [J].工程地质学报, 2000, 8(1):40~45.Gu Xiaoyun Review and prospects of marine engineering geology.Journal of Engineering Geology, 2000, 8(1):40~45.
[15] 张建民, 时松孝次, 田屋裕司.饱和砂土液化后的剪切吸水效应 [J].岩土工程学报.1999, 21(4):398~402Effect of water absorption in shear of post-liquefaction sand.ChineseJournal of Geotechnical Engineering, 1999, 21(4):398~402.
[16] Shen Zhujiang.A granular medium model for liquefaction analysis ofsands [J].Chinese Journal of Geotechnical Engineering, 1999, 21(6):742~748.
[17] 徐刚, 潘恕, 姬美秀等.粗粒土动强度试验成果的分析方法 [J].岩土力学.1998, 19(2):63~66.Xu Gang, Pan Shu, Ji Meixiu, etc.A new method of analyzing the results of Dynamic strength test of coarse-grained soil.Rock and SoilMechanics, 1998, 19(2):63~66.
[18] 赵杏媛, 张有瑜.粘土矿物与粘土矿物分析 [M].北京:海洋出版社, 1990, 5.Zhao Xingyuan, Zhang Youyu.Clay mineral and analysis of clay mineral.Beijing:Marine Publishing House, 1990.
[19] 顾宝和, 张荣祥, 石兆吉.地震液化效应的综合评价 [J].工程地质学报.1995, 3(3):1~10.Gu Baohe, Zhang Rongxiang, Shi Zhaoji.Comprehensive assessment ofseismic liguefaction effects.Journal of Engineering Geology, 1995, 3(3):1~10.
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