复杂应力条件下饱和砂土排水剪切强度的试验研究

›› 2009, Vol. 30 ›› Issue (6): 1620-1626.

复杂应力条件下饱和砂土排水剪切强度的试验研究

冷艺^{1, 2, 3}，栾茂田^{1, 2}，许成顺4，马太雷^{1, 2}

1. 大连理工大学海岸和近海工程国家重点实验室，大连 116024；2. 大连理工大学土木水利学院岩土工程研究所，大连 116024； 3. 中交水运规划设计院有限公司，北京 100007；4. 北京工业大学建筑工程学院，北京 100022

收稿日期:2007-09-27 出版日期:2009-06-10 发布日期:2011-03-09
作者简介:冷艺，女，博士，主要从事土工实验与分析、海洋土力学等方面的科学研究工作。
基金资助:
国家自然科学基金资助项目(No. 50579006；50639010)。

Experimental research on behaviors of saturated sand subject to drained shear strength under complex stress conditions

LENG Yi^{1, 2, 3}，LUAN Mao-tian^{1, 2}，XU Cheng-shun⁴，MA Tai-lei^{1, 2}

1. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China; 2. Institute of Geotechnical Engineering, School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China; 3. CCCC Water Transportation Consultants Co., Ltd, Beijing 100007, China; 4. College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China

Received:2007-09-27 Online:2009-06-10 Published:2011-03-09

摘要/Abstract

摘要：

针对相对密度为30 %的福建标准砂，利用土工静力－动力液压－三轴扭转多功能剪切仪，在不同初始固结条件下控制试验过程的平均主应力保持不变，改变中主应力系数和主应力方向，进行了应力控制式单调排水剪切试验，着重探讨中主应力系数和主应力方向对砂土剪切强度的耦合影响。试验结果表明：在相同的试验条件下，中主应力系数对饱和标准砂的应力-应变关系具有影响，但对体变特性的影响并不明显。上述现象同初始固结应力比的大小无关。平均主应力一定，广义剪应力随中主应力系数增大而降低的趋势同时依赖于主应力方向的作用。中主应力系数对内摩擦角的放大效应同样受到主应力方向的影响。基于广义双剪应力准则，引入考虑主应力方向影响程度的权重系数，结合试验结果给出了考虑中主应力系数和主应力方向耦合影响的强度指标表达式。

关键词: 单调排水剪切, 中主应力系数, 主应力方向, 相变状态, 峰值状态, 内摩擦角

Abstract:

The experimental tests of Fujian standard sand with relative density of 30 % are performed by using soil static and dynamic universal triaxial and torsional shear apparatus. A series of stress-controlled drained monotonic shear tests are conducted under complex stress conditions with constant mean principal stress. The coefficient of intermediate principal stress and orientation of principal stress are varied so that their coupled influences on shear behaviors of saturated sand are explored. Based on the comparative experimental results, under the same initial condition, coefficient of intermediate principal stress influences the stress-strain relationship of saturated sand, but does not make obvious effect on volumetric strain features. It is shown that the drained shear behaviors of sand are not dependant on consolidation stress ratio and considerably depend on coefficient of intermediate principal stress as well as orientation of principal stress. Furthermore, both coefficients of intermediate principal stress and orientation of principal stress affect friction angles at phase-transformation state(PTS) and at peak state. Finally, introducing a factor for weighing the influence of orientation of principal stress, and combining with the test results, an expression for strength indices taking coupled effect of coefficient of intermediate principal stress and orientation of principal stress into account is obtained by using generalized twinshear stress criterion.

Key words: drained monotonic shearing, coefficient of intermediate principal stress, orientation of principal stress, phase- transformation state, peak state, internal friction angle

中图分类号:

TU 441

冷艺，栾茂田，许成顺，马太雷. 复杂应力条件下饱和砂土排水剪切强度的试验研究[J]. , 2009, 30(6): 1620-1626.

LENG Yi，LUAN Mao-tian，XU Cheng-shun，MA Tai-lei. Experimental research on behaviors of saturated sand subject to drained shear strength under complex stress conditions[J]. , 2009, 30(6): 1620-1626.

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