期刊文献+

土工静力-动力液压三轴-扭转多功能剪切仪研发及应用 被引量:60

Development and application of soil static and dynamic universal triaxial and torsional shear apparatus
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摘要 为模拟波浪荷载条件下土的动力变形与强度特性,研制开发了能够实施复杂应力路径试验的土工设备土工静力-动力液压三轴-扭转多功能剪切仪.该设备能够实现多种固结条件、多种静力与循环剪切的复杂应力路径试验,具有广泛的适用性.对设备研制与开发及技术参数确定中的若干具体问题进行了探讨,有关经验对于类似土工设备研制具有一定的参考价值.初步的试验结果表明:竖向-扭转双向耦合循环剪切试验能够较好地模拟主应力轴连续旋转的复杂应力路径条件;采用内置式的荷载传感器和微小位移传感器,能够较大地提高试验测量精度. In order to simulate dynamic behavior of soils under transient or cyclic loading induced by earthquake shaking or ocean wave, the soil static and dynamic universal triaxial and torsional shear apparatus is designed. This apparatus can reproduce complex stress conditions and stress paths including continuous rotation of principal stress axes during cyclic loading and also can be used to perform various soil experimental tests of sands or clays under complex consolidation condition. Some key issues related to the determination of the overall technical properties and controlling parameters of this complicated testing system are discussed. The experience gained in the development of the system will be helpful to developing other types of new soil test devices.
出处 《大连理工大学学报》 EI CAS CSCD 北大核心 2003年第5期670-675,共6页 Journal of Dalian University of Technology
基金 国家自然科学基金资助项目(50179006) 教育部跨世纪优秀人才培养计划研究基金资助项目(教技函[1999]2号).
关键词 土工试验 土工静力—动力液压三轴—扭转多功能剪切仪 土动力变形 土体强度 土工设备 复杂应力路径 soil tests universal triaxial and torsional shear apparatus complex stress path coupling shear
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参考文献12

  • 1沈瑞福,王洪瑾,周景星.动主应力轴连续旋转下砂土的动强度[J].水利学报,1996,28(1):27-33. 被引量:48
  • 2张国平 王洪谨 周景星.室内外压力不等的空心圆柱扭剪仪的研制[A]..第七届全国土力学与基础工程学术会议论文集[C].北京: 中国建筑工业出版社,1994.65-70.
  • 3郭莹,栾茂田,董秀竹,王栋.不同应力条件下砂土动模量特性的试验对比研究[J].水利学报,2003,34(5):41-45. 被引量:19
  • 4MADSEN O S. Wave-induced pore pressures and effective stresses in a porous bed [J]. Geotechnique,1978, 28(4) .377-393.
  • 5ISHIHARA K,TOWHATA I. Sand response to cyclic rotation of principal stress directions as induced by wave loads[J]. Soils and Foundations,JSSMFE, 1983, 23(4):11-26.
  • 6TOWHATA I, ISHIHARA K. Undrained strength of sand undergoing cyclic rotation of principal stress axes[J]. Soils and Foundations, JSSMFE, 1985,25(2) : 135-147.
  • 7DAKOULAS P, SUN Y. Behavior of fine sand under cyclic rotation of principal stresses using the hollow cylinder apparatus[A].Proceedings of Second International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics [C]. St. Louis:[s n], 1991. 535-542.
  • 8NAKATA Y, YAMAMOTO O. Development of automatically hollow cylinder torsional shear apparatus and its application to strain controlled test[J]. J Geotech Eng, JSCE, 1994, 505(29):329-332 (in Japanese).
  • 9HIGHT D M, GENS A. The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils [J].Geotechnique, 1983, 33(4):355-383.
  • 10SAYAO A, VAID Y P. A critical assessment of stress nonuniformities in hollow cylinder tests pecimens[J]. Soils and Foundations, JSSMFE,1991, 31(1):60-72.

二级参考文献6

  • 1王洪瑾,马奇国,周景星,周克骥.土在复杂应力状态下的动力特性研究[J].水利学报,1996,28(4):57-64. 被引量:24
  • 2沈瑞福,王洪瑾,周景星.动主应力轴连续旋转下砂土的动强度[J].水利学报,1996,28(1):27-33. 被引量:48
  • 3栾藏田 郭莹 李木国 等.土工静力-动力液压三轴-扭转多功能剪切仪研制中若干问题探讨[A].刘汉龙.土动力学与岩土地震工程[C].北京:中国建筑工业出版社,2002.546—553.
  • 4Ishihara K, Towhata I. Sand response to cyclic rotation of principal stress directions as induced by wave loads [ J ].Soils and Foundations, JSSMFE, 1983, 23 (4): 11-26.
  • 5Towhata I, Ishihara K. Undrained strength of sand undergoing cyclic rotation of principal stress axes [J]. Soils and Foundations, JSSMFE, 1985, 25 (2). 135-147.
  • 6周克骥,全国土工测试新仪器、新技术学术讨论会,1992年

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