离心模型试验技术应用的新进展
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摘要
介绍离心模型技术发展过程和技术特点。系统地总结和分析了近年来离心模型技术在岩土工程领域,特别是在环境 岩工工程、地震工程和模拟动态施工方面最新应用成果。
The development process and technical character of centrifuge model testing are reviewed. The latest application of the technology in such aspects as geo - enviromental engineering, earthquake engineering and dynamic simulation are summarized and analyzed and also its imperfection are introduced.
The development process and technical character of centrifuge model testing are reviewed. The latest application of the technology in such aspects as geo - enviromental engineering, earthquake engineering and dynamic simulation are summarized and analyzed and also its imperfection are introduced.
引文
[1] Giovanni Plizzari, Fletcher Waggoner and Victor E. Saouma. Cenrifuge Modeling and Analysis of Concrete Gravity Dams. Journal of Structural Engineering, Vol. 121, No. 10, October 1995, PP. 1471-1479
[2] F. Barpi and S. Valente. Numerical Simulation of Prenotched Gravity Dam Medels. Journal of Engineering Mechanics, Vol. 126, No. 6, June 2000,PP.611-619
[3] 57章为民,唐剑虹,蔡正银.瀑布沟坝基防渗墙离心模型试验.岩土工程学报,1997,19(2) 95～101
[4] 徐光明,章为民,张金凯.土工膜防渗层稳定性的离心模型试验研究和极限分析.水利水运科学研究,1999,(1) :32～40
[5] 杨龙才.基坑边坡变形和稳定性的离心试验研究.上海铁道大学学报:理工辑,-2000,21(10) .-100-105
[6] 陈福全 马时冬.土钉加固边坡的离心模型试验与分析.工业建筑.-1999,29(9) .-12-15
[7] 章为民 赖忠中.加筋挡土墙离心模型试验研究.土木工程学报.-2000,033(003) .-0084-0091
[8] 杜建成 杜瑞成.连拱支墩挡墙土压力的分布.工程力学.-2000． 003(C00) .-0474-0478
[9] C. F. Leung, Y. K. Chow, and R. F. Shen. Behavior of Pile Subject to Excavation-Induced Soil Movement. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126, No. 11, November 2000, PP. 947-954
[10] Saad Ali Aiban and Dobroslav Znidarcic. Centrifugal Modeling of Bearing Capacity of Shallow Foundations on Sands. Journal of Geotechnical Engineering, Vol. 121, No. 10, October 1995, PP. 704-712
[11] 周小文 包承纲.南水北调穿黄隧洞衬砌土压力离心试验研究.水利水电技术.-1999． 30(5) .-58-60
[12] 周小文 包承纲.隧洞拱冠砂土位移与破坏的离心模型试验研究.岩土力学.-1999,20(2) .-32． -36
[13] A. Balakrishnan and B. L. Kutter. Settlement, Sliding, and Liquefaction Remediation of Layered Soil. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 125, No. 11, November 1999, PP. 968-978
[14] by Silas C. Nichols and Deborah J. Goodings. Physical Model Testing of Compaction Grouting in Cohesionless Soil. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126, No. 9, September 2000, PP.848-852
[15] J. W. Griffioen and D. A. Barry. Centrifuge Modeling of Unstable Infiltration and Solute Transport. Journal of Geotechnical end Geoenvironmental Engineering,Vol. 125, No.7, July 1999, PP. 556-565
[16] G. Esposito, H. G. B. Allersma and A. P. S. Selvadurai.Centrifuge Modeling of LNAPL Transport in Partially Saturated Sand. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 125, No. 12,December 1999, PP. 1066-1071
[17] 束善治.有机污染物包气带迁移的离心模型研究.岩土工程学报.-2000,22(5) .-594-598
[18] Kandiah Arulanandan, Kanthasamy K. Muraleetharan and Chelvarajah Yogachandran. Seismic Response of Soil Deposits in San Francisco Marina District. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 123, No. 10,October 1997, PP.965-974
[19] Lee Liu and Ricardo Dobry. Seismic Response of Shallow Foundation on Liquefiable Sand. Journal of Geotechnical and Geoenvironmental Engineering,Vol. 123, No.6,June 1997,PP.557-567
[20] by Mark R. Tufenkjian and Mladen Vucetic. Dynamic Failure Mechanism of Soil-Nailed Excavation Models in Centrifuge. Journal of Geotechnical end Geoenvironmental Engineering, Vol. 126, No. 3, March 2000, PP. 227-235
[21] X. Zeng, Assoc and K. Arulanandan. Medeling Lateral Sliding of Slope due to Liquefaction of Sand Layer. Journal of Geotechnical Engineering,Vol. 121, No. 11, November 1995, PP. 814-816
[22] 章为民,日下部治.砂性地层地震反应离心模型试验研究.岩土工程学报,2001． 23(1) 28-32
[23] Toshi Nomoto, Shinichiro Imamura, etc. Shield Tunnel Constrution in Centrifuge. Journal of Geotechnical and Geoenvironmental Engineering,Vol. 125, No. 4, April 1999, PP. 289-300
[24] 陈兴年 刘金元.软土基坑开挖周围土体变形的离心模型研究.地下工程与隧道.-2000,(001) .-0008-0012
[2] F. Barpi and S. Valente. Numerical Simulation of Prenotched Gravity Dam Medels. Journal of Engineering Mechanics, Vol. 126, No. 6, June 2000,PP.611-619
[3] 57章为民,唐剑虹,蔡正银.瀑布沟坝基防渗墙离心模型试验.岩土工程学报,1997,19(2) 95～101
[4] 徐光明,章为民,张金凯.土工膜防渗层稳定性的离心模型试验研究和极限分析.水利水运科学研究,1999,(1) :32～40
[5] 杨龙才.基坑边坡变形和稳定性的离心试验研究.上海铁道大学学报:理工辑,-2000,21(10) .-100-105
[6] 陈福全 马时冬.土钉加固边坡的离心模型试验与分析.工业建筑.-1999,29(9) .-12-15
[7] 章为民 赖忠中.加筋挡土墙离心模型试验研究.土木工程学报.-2000,033(003) .-0084-0091
[8] 杜建成 杜瑞成.连拱支墩挡墙土压力的分布.工程力学.-2000． 003(C00) .-0474-0478
[9] C. F. Leung, Y. K. Chow, and R. F. Shen. Behavior of Pile Subject to Excavation-Induced Soil Movement. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126, No. 11, November 2000, PP. 947-954
[10] Saad Ali Aiban and Dobroslav Znidarcic. Centrifugal Modeling of Bearing Capacity of Shallow Foundations on Sands. Journal of Geotechnical Engineering, Vol. 121, No. 10, October 1995, PP. 704-712
[11] 周小文 包承纲.南水北调穿黄隧洞衬砌土压力离心试验研究.水利水电技术.-1999． 30(5) .-58-60
[12] 周小文 包承纲.隧洞拱冠砂土位移与破坏的离心模型试验研究.岩土力学.-1999,20(2) .-32． -36
[13] A. Balakrishnan and B. L. Kutter. Settlement, Sliding, and Liquefaction Remediation of Layered Soil. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 125, No. 11, November 1999, PP. 968-978
[14] by Silas C. Nichols and Deborah J. Goodings. Physical Model Testing of Compaction Grouting in Cohesionless Soil. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126, No. 9, September 2000, PP.848-852
[15] J. W. Griffioen and D. A. Barry. Centrifuge Modeling of Unstable Infiltration and Solute Transport. Journal of Geotechnical end Geoenvironmental Engineering,Vol. 125, No.7, July 1999, PP. 556-565
[16] G. Esposito, H. G. B. Allersma and A. P. S. Selvadurai.Centrifuge Modeling of LNAPL Transport in Partially Saturated Sand. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 125, No. 12,December 1999, PP. 1066-1071
[17] 束善治.有机污染物包气带迁移的离心模型研究.岩土工程学报.-2000,22(5) .-594-598
[18] Kandiah Arulanandan, Kanthasamy K. Muraleetharan and Chelvarajah Yogachandran. Seismic Response of Soil Deposits in San Francisco Marina District. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 123, No. 10,October 1997, PP.965-974
[19] Lee Liu and Ricardo Dobry. Seismic Response of Shallow Foundation on Liquefiable Sand. Journal of Geotechnical and Geoenvironmental Engineering,Vol. 123, No.6,June 1997,PP.557-567
[20] by Mark R. Tufenkjian and Mladen Vucetic. Dynamic Failure Mechanism of Soil-Nailed Excavation Models in Centrifuge. Journal of Geotechnical end Geoenvironmental Engineering, Vol. 126, No. 3, March 2000, PP. 227-235
[21] X. Zeng, Assoc and K. Arulanandan. Medeling Lateral Sliding of Slope due to Liquefaction of Sand Layer. Journal of Geotechnical Engineering,Vol. 121, No. 11, November 1995, PP. 814-816
[22] 章为民,日下部治.砂性地层地震反应离心模型试验研究.岩土工程学报,2001． 23(1) 28-32
[23] Toshi Nomoto, Shinichiro Imamura, etc. Shield Tunnel Constrution in Centrifuge. Journal of Geotechnical and Geoenvironmental Engineering,Vol. 125, No. 4, April 1999, PP. 289-300
[24] 陈兴年 刘金元.软土基坑开挖周围土体变形的离心模型研究.地下工程与隧道.-2000,(001) .-0008-0012
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