[1] 刘崇权, 杨志强,汪稔.钙质土力学性质研究现状与发展[J].岩土力学, 1995, 16 (4): 74~83.Liu Congquan,Yang Zhiqiang,Wang Ren.The present condition and development in studies of mechanical properties of calcareous soils.Rock and Soil Mechanics,1995, 16 (4): 74~83.[2] 汪稔, 宋朝景,赵焕庭,等.南沙群岛珊瑚礁工程地质[M].北京: 科学出版社, 1997.Wang Ren,Song Chaojing,Zhao Huanting et al.Coral Reef Engineering Geology of Nansha Islands.Beijing,Science Press, 1997.[3] 刘崇权, 汪稔.钙质砂物理力学性质初探[J].岩土力学, 1998, 19 (3): 32~37.Liu Congquan,Wang Ren.Preliminary research on physical and mechanical properties of calcareous sand.Rock and Soil Mechanics, 1998, 19 (3): 32~37.[4] Mark D.Spalding,Corinna Ravilious and Edmund P.Green.World Atlas of Coral Reefs[M].Berkeley,University of California Press.2001.[5] 张家铭. 钙质砂基本力学性质及颗粒破碎影响研究 .武汉: 中国科学院武汉岩土力学研究所, 2004.Zhang Jiaming.Study on The Fundamental Mechanical Characteristics of Calcareous sand and The Influence of Particle Breakage.Wuhan:Institute of Rock & Soil Mechanics Chinese Academy of Sciences.2004[6] 王新志, 汪稔,等.钙质砂室内载荷试验研究[J].岩土力学, 2009, 30 (1): 147~151, 156.Wang Xinzhi,Wang Ren, et al.Study of plate load test of calcareous sand.Rock and Soil Mechanics, 2009, 30 (1): 147~151, 156.[7] Coop M R.The mechanics of uncemented carbonate sands[J].Geotechnique, 1990, 40 (4): 607~626.[8] Fahey M.The response of calcareous soils in static and cyclic triaxial text .Proceedings,International Conference on Calcareous Sediments.Australia: Perth, 1988,(2): 61~68.[9] Datta,Manoj G.V Rao,S.k Gulhati.Development of pore water in a dense calcareous sand under repeated compressive stress cycles .Proceedings,International Symposium on Soils Under cyclic and Transient Loading.Swansea: 1980, 1 : 33~47.[10] Knight,K.Contribution to the performance of calcareous Sands under cyclic loading .Proceedings,International Conference on Calcareous Sediments,Perth, 1988, 877~880.[11] Morrison M J,Mcintyre P D,Sauls D P.Laboratory test results for carbonate soils from offshore Africa .Proceeding, International Conference on Calcareous Sediments,Perth, 1988,109~118.[12] Kaggwa W S,Poulos,H G,Cater J P.Response of carbonate sediments under cyclic triaxial test condition .Proceedings International Conference on Calcareous Sediments,Perth,1988, 97~107.[13] Kaggwa W S,Booker J R.Analysis of behavior of calcareous sand under uniform cyclic Loading .Engineering properties of calcareous sediments research report,University of Sydney, Australia, 1990.[14] Airey D W,Fahey M.Cyclic response of calcareous soil from the North-West Shelf of Australia[J].Geotechnique, 1991, 41 (1): 101~121.[15] Al-Douri R H,Poulos,H G.Static and cyclic direct shear tests on carbonate sands[J].Geotech Test, 1992, 15 (2): 138~157.[16] 虞海珍, 汪稔.钙质砂动强度试验研究[J].岩土力学, 1999, 20 (4): 6~11.Yu Haizheng,Wang Ren.The cyclic strength test research on calcareous sand.Rock and Soil Mechanics.1999, 20 (4): 6~11.[17] 李建国. 波浪荷载作用下饱和钙质砂动力特性的试验研究 .武汉: 中国科学院武汉岩土力学研究所, 2005.Li Jianguo.Experimental Research on Dynamic Behavior of Saturated Calcareous Sand under Wave Loading .Wuhan:Institute of Rock & Soil Mechanics Chinese Academy of Sciences.2005.[18] 徐学勇. 饱和钙质砂爆炸响应动力特性研究 .武汉: 中国科学院武汉岩土力学研究所, 2009.Xu Xueyong.Study on Dynamic Behavior of Saturated Calcareous Soil Due to Explosion.Wuhan:Institute of Rock & Soil Mechanics Chinese Academy of Sciences.2009.[19] 陈海洋. 钙质砂的内孔隙研究 .武汉: 中国科学院武汉岩土力学研究所, 2005.Chen Haiyang.Study of The Inner Pore in Sand.Wuhan: Institute of Rock & Soil Mechanics Chinese Academy of Sciences.2005.[20] 刘崇权, 汪稔,吴新生.钙质砂物理力学性质试验中的几个问题[J].岩石力学与工程学报, 1999, 18 (2): 209~212.Liu Chongquan,Wang Ren,Wu Xinsheng.Some problems for the tests of physico-mechanical properties of calcareous sand.Chinese Journal of Rock Mechanics and Engineering, 1999, 18 (2): 209~212.[21] 刘崇权. 钙质土土力学理论及其工程应用 .武汉: 中国科学院武汉岩土力学研究所, 1999.Liu Chongquan.The Theory of Calcareous Soil Mechanics and Its Application in Engineering.Wuhan:Institute of Rock & Soil Mechanics Chinese Academy of Sciences.1999.[22] 吕海波, 汪稔,孔令伟.钙质土破碎原因的细观分析初探[J].岩石力学与工程学报, 2001, 20 (增Ⅰ): 890~892.Lv Haibo,Wang Ren,Kong Lingwei.Preliminary mesoscopic analysis on factors of breakage in calcareous soil.Chinese Journal of Rock Mechanics and Engineering, 2001, 20 (s1): 890~892.[23] Coop,M.R. , Sorensen,K.K.et al.Particle breakage during shearing of a carbonate sand[J].Geotechnique, 2004, 54 (3): 157~163.[24] 胡波. 三轴条件下钙质砂颗粒破碎力学性质与本构模型研究 .武汉: 中国科学院武汉岩土力学研究所, 2008.Hu Bo.Research on the Particle Breakage Mechanical Characteristics and Constitutive Model of Calcareous Sand Under Triaxial Conditions.Wuhan:Institute of Rock & Soil Mechanics Chinese Academy of Sciences, 2008.[25] 单华刚, 汪稔.钙质砂中的桩基工程研究进展述评[J].岩土力学, 2000, 21 (3): 299~305.Shan Huagang,Wang Ren.Development of study on pile in calcareous sand.Rock and Soil Mechanics, 2000, 21 (3): 299~305.[26] Angeemeer J,Carlson E D,Klick J H.Techniques and Results of Offshore Pile Load Testing in Calcareous oils .Proceeding, 5th Annual Offshore Technology Conference,Houston, 1973.[27] Angemeer J,Carlson E,Stroud S,Kurzeme M.Pile Load Tests in Calcareous Soils Conducted in 400 Feet of water from a Semi-submersible Exploratory Rig .Proceeding,the 7th Annual Offshore Technology Conference,Houston, 1975.[28] Aggarwal S L,Malhotra A K,Banerje R.Engineering Properties of Calcareous Spoils Affecting the Design of Deep Penetration Piles for Offshore Structures .Proceeding,the 9th Annual Offshore Technology Conference,Houston, 1977.[29] Dutt R N,Cheng A P.Frictional Response of Piles in Calcareous Deposits .Proceeding,the 16th Annual Offshore Technology conference,Houston, 1984, 527~530.[30] 江浩. 钙质砂中桩基工程承载性状研究 .武汉: 中国科学院武汉岩土力学研究所, 2009.Jiang Hao.Research on Bearing Behavior of Pile Foundations in Calcareous Sands.Wuhan:Institute of Rock & Soil Mechanics Chinese Academy of Sciences, 2009.[31] Mangal J.K. , Houlsby G.T.Partially-drained loading of shallow foundations on sand .Offshore Technology Conference,Houston, 1999.[32] Byrne B.W. , Cassidy M.J.Investigating the Response of Offshore Foundations in Soft Clay Soils .Proceedings,OMAE’0221st International Conference on Offshore Mechanics and Arctic Engineering.Norway(Oslo), 2002,23~28.[33] Houlsby G.T.Modelling of Shallow Foundations for Offshore Structures .London:Thomas Telford, 2001.[34] Bye,A. , Erbrich,C. , Rognlien,B. , and Tjelta,T.I.Geotechnical design of bucket foundations.Proceeding,Offshore Technology Conference, 1995, 7793.[35] 王丽, 鲁晓兵,时忠民.钙质砂地基中桶形基础垂直动载响应实验研究[J].中国海洋平台.2009, 24 (1): 40~45.Wang Li,Lu Xiaobing,Shi Zhongmin.Experimental study of the responses of bucket foundations in calcareous sand under vertical dynamic loading.China Offshore Platform, 2009, 24 (1): 40~45.[36] Watsona P.G. , Randolphb M.F.Failure envelopes for caisson foundations in calcareous sediments[J].Applied Ocean Research,1998, (20): 83~94.[36] 王新志. 南沙群岛珊瑚礁工程地质特性及大型工程建设可行性研究 .武汉: 中国科学院武汉岩土力学研究所,2008.Wang Xinzhi.Study on Engineering Geological Properties of Coral Reefs and Feasibility of Large Project Construction on Nansha Islands.Wuhan:Institute of Rock & Soil Mechanics Chinese Academy of Sciences, 2008.
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