| 复杂应力条件下松砂振动孔隙水压力与体变特性的试验研究 |
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| 引用本文： | 何杨,栾茂田,许成顺,郭莹,张振东,李木国.复杂应力条件下松砂振动孔隙水压力与体变特性的试验研究[J].地震工程与工程振动,2005,25(6):127-134. |
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| 作者姓名： | 何杨 栾茂田 许成顺 郭莹 张振东 李木国 |
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| 作者单位： | 大连理工大学,海岸和近海工程国家重点实验室,辽宁,大连,116024;大连理工大学土木水利学院,辽宁,大连,116024;大连理工大学,海岸和近海工程国家重点实验室,辽宁,大连,116024;大连理工大学土木水利学院,辽宁,大连,116024;中国科学院,武汉岩土力学研究所,湖北,武汉,430071 |
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| 基金项目： | 国家自然科学基金项目（50179006,50579006）;教育部跨世纪优秀人才培养计划研究基金项目（教技函[1999]2号）;中国科学院武汉岩土力学研究所领域前沿基础研究基金项目 |
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| 摘 要： | 利用新研制的土工静力-动力液压三轴-扭转多功能剪切仪，在5种初始主应力方向角与5种中主应力系数相组合的初始固结条件下，对饱和松砂进行了不排水循环扭剪试验。讨论了初始固结条件对不排水条件下饱和松砂孔隙水压力变化规律及对剪胀、剪缩、卸荷体缩等体积变化过程的影响。试验研究表明：（1）分别以稳定残余孔隙水压力和破坏时循环次数归一化后的残余孔隙水压力比和循环次数比之间的关系可以用双曲线模式表达。其参数主要依赖于初始主应力方向，中主应力系数对参数的影响并不显著。归一化后的孔隙水压力比与广义剪应变之间的关系也可以用双曲线模式表达，其中的2个待定参数依赖于初始主应力方向，与中主应力系数无关；（2）在三向非均等固结条件下的不排水循环扭剪试验中，饱和松砂表现出卸荷体缩特性，不同初始主应力方向时，饱和松砂剪缩、剪胀、卸荷体缩呈现出不同的交替变化模式。
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| 关 键 词： | 三向非均等固结 孔隙水压力 初始主应力方向角 中主应力系数 广义剪应变 卸荷体缩 剪胀 剪缩 |
| 文章编号： | 1000-1301（2005）06-0127-08 |
| 收稿时间： | 2004-12-09 |
| 修稿时间： | 2004-12-092005-03-08 |
Experimental study on cyclic pore water pressure and volumetric changes of saturated loose sands under complex stress condition |
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| He Yang,Luan Mao-tian,Xu Cheng-shun,Guo Ying,Zhang Zhen-dong,Li Mu-guo.Experimental study on cyclic pore water pressure and volumetric changes of saturated loose sands under complex stress condition[J].Earthquake Engineering and Engineering Vibration,2005,25(6):127-134. |
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| Authors: | He Yang Luan Mao-tian Xu Cheng-shun Guo Ying Zhang Zhen-dong Li Mu-guo |
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| Institution: | 1. State Key laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China; 2. School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China; 3. Institute of Rock and Soil Mechanics, The Chinese Academy of Sciences, Wuhan 430071. China |
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| Abstract: | The soil static and dynamic universal triaxial and torsional shear apparatus is employed to perform undrained cyclic torsional shear experimental tests of saturated loose sand with a relative density of 30% under three-directional anisotropic initial consolidation conditions with different initial orientations of principal stress and coefficient of intermediate principal stress. The effect of initial consolidation conditions on the development pattern of cyclic pore water pressure of undrained saturated loose sand and the complex volumetric changes behaviour including dilatancy, contraction and contraction during unloading is examined on the basis of comparative experimental tests. It is shown that the ratio of residual pore water pressure to the residual pore pressure at failure state can be expressed as an empirical hyperbola function with respect to either the ratio of the cyclic number to the cyclic number required at the failure state or generalized shear strain. The two parameters involved ,in the hyperbola function to be defined by experimental tests are closely dependent on the initial orientation of principal stress and seem to be independent on the coefficient of intermediate principal stress. It is also shown the volume-contraction during unloading is a common phenomenon displayed commonly in undrained loose sands subjected to cyclic shearing under three-directional anisotropic consolidation condition. Furthermore the type of volumetric change behavior is closely associated with the initial orientation of principal stress. |
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| Keywords: | three-directional anisotropic consolidation pore water pressure initial orientation of principal stress coefficient of intermediate principal stress generalized shear strain volume-contraction during unloading dilatancy contraction |
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