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土与结构物接触面特性研究 被引量:2

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摘要 土与结构接触面力学特性和数值模拟的研究,是土木工程中的一个重要课题,本文系统简述了接触面力学性和数值模拟的研究现状,指出了接触研究中存在的问题,并提出了接触面研究可能的发展方向。
出处 《工程力学》 EI CSCD 北大核心 1998年第A03期358-363,共6页 Engineering Mechanics
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参考文献10

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同被引文献20

  • 1殷宗泽,朱泓,许国华.土与结构材料接触面的变形及其数学模拟[J].岩土工程学报,1994,16(3):14-22. 被引量:394
  • 2李永盛.江阴长江公路大桥北锚碇模型试验研究[J].同济大学学报(自然科学版),1995,23(2):134-140. 被引量:35
  • 3卢廷浩,王伟,王晓妮.土与结构接触界面改进直剪试验研究[J].沈阳建筑大学学报(自然科学版),2006,22(1):82-85. 被引量:51
  • 4周梦波.悬索桥手册[M].北京:人民交通出版社,2003..
  • 5吴家龙.弹性力学[M].上海:同济大学出版社,1996..
  • 6YIN Zong-ze,ZHU Hong,XU Guo-hua.A study of deformation in the interface between soil and concrete[J].Computers and Geotechnics,1995,17:75-92.
  • 7V De Gennaro,G N Pande,P Lerat.Stability poblems in soil-structure interfaces:experimental observations and numerical study[J].The International Journal of Geomechanics,2002,2(2):175-203.
  • 8Henning Wolf,Diethard K(o)nig,Theodoros Triantafyllidis.Experimental investigation of shear band patterns in granular material[J].Journal of Structural Geology,2003,25:1 229-1 240.
  • 9Alshibli Khalid A,Strure Stein.Shear band formation in plane strain experiments of sand[J].Journal of Geotechnical and Geoenvironlnental Engineering,2000,126(6):495-503.
  • 10李永盛,黄宏伟.宁波庆丰大桥锚碇关键技术研究专题报告(阶段成果)[R].上海;同济大学地下建筑与工程系,2004.

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