砂土硬化特征的描述及其试验验证

姚仰平; 周安楠; 侯伟

砂土硬化特征的描述及其试验验证

北京航空航天大学土木工程系, 北京 100083

基金项目: 国家自然科学基金资助项目(50479001, 10672010)

详细信息

作者简介:
姚仰平(1960-),男,陕西西安人,教授, ypyao@263.com.

中图分类号: TU 431
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出版历程
- 收稿日期: 2006-06-08
- 网络出版日期: 2006-10-31

Description of hardening characteristics of sand and its confirmation

Dept. of Civil Engineering, Beijing University of Aeronautics and Astronautics, Beijing 100083, China

摘要

摘要: 采用不同路径下砂土的三轴拉伸和三轴压缩试验结果,分别选用塑性体积应变、塑性剪应变、清华模型硬化参数、塑性功和统一硬化参数H作为硬化参数,在以上硬化参数和应力比空间里探讨了砂土的硬化规律和应力路径相关性.基于修正剑桥模型的屈服函数,采用塑性体积应变、塑性功和H作为硬化参数,推导了分别对应的本构模型.通过饱和塔克拉玛干沙漠砂的三轴试验结果,表明了H在描述砂土应力应变特性上的适用性.
- 砂土 /
- 硬化 /
- 应力路径 /
- 本构模型
Abstract: According to the test data of sand with different stress paths in the triaxial compression and triaxial extension condition, plastic volumetric strain, plastic shear strain, hardening parameter of Tsinghua model, plastic work and unified hardening parameter H were chosen as hardening parameter respectively, and then the hardening rules as well as the independence on the stress paths of above hardening parameters were discussed. Based on the yield function of modified cam-clay model, constitutive models which used plastic volumetric strain, plastic work and unified hardening parameter H respectively as hardening parameter were proposed. The validity of unified hardening parameter H on describing the stress-strain properties of sands was confirmed by the triaxial test data of saturated sand from Taklamakan desert.
- sand /
- hardening /
- stress path /
- constitutive model

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[1] 王仁, 熊祝华, 黄文彬. 塑性力学基础[M]. 北京:科学出版社, 1982:153-161 Wang Ren, Xiong Zhuhua, Huang Wenbin. Foundation of plasticity[M]. Beijing:Science Press, 1982:153-161(in Chinese) [2] Yao Y P, Luo T, Sun D A, et al. A simple 3-D constitutive model for both clay and sand[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2):240-246 [3] Roscoe K H, Schofield A N, Thurairajah A. Yielding of clay in states wetter than critical[J]. Geotechnique, 1963, 13 (3):211-240 [4] Roscoe K H, Burland J B. Engineering plasticity[M]. Cambridge:Cambridge University Press, 1968:535-609 [5] Lade P V, Duncan J M. Elasto-plastic stress-strain theory for cohesionless soil with curved yield surface[J]. Int J Solids and Struct, 1977, 13(11):1019-1035 [6] 李广信. 土的三维本构关系的探讨与模型验证 . 北京:清华大学水利系,1985 Li Guangxin. A study of three-dimensional constitutive relationship of soils and an examination of various models . Beijing:Hydraulic Engineering Department, Tsinghua University, 1985(in Chinese) [7] Matsuoka H, Yao Y P, Sun D A. The cam-clay models revised by the SMP criterion[J]. Soils and Foundations, 1999, 39(1):81-95 [8] Yao Y P, Sun D A. Application of lade′s criterion to cam-clay model . ASCE J Engrg Mech, 2000, 126(1):112-119 [9] Yao Y P, Sun D A. Application of lade′s criterion to cam-clay model (closure) [J]. ASCE J Engrg Mech, 2001, 127(6):631-633 [10] Yao Y P, Lu D C, Zhou A N, et al. Generalized non-linear strength theory and transformed stress space[J]. Science in China, Ser E:Engineering & Materials Science, 2004, 47(6):691-709 [11] Nakai T. An isotropic hardening elastoplastic model for sand considering the stress path dependency in the three-dimensional stress[J]. Soils and Foundations, 1989, 29(1):119-137 [12] 邹博, 姚仰平, 路德春. 变换应力三维化方法在清华模型中的应用[J]. 岩石力学与工程学报, 2005, 24(23):4303-4307 Zou Bo, Yao Yangping, Lu Dechun. Tsinghua model revised by SMP criterion[J]. Chinese J Rock Mech and Engrg, 2005, 24(23):4303-4307(in Chinese) [13] Wroth C P, Houlsby G T. Soil mechanics-property characterization and analysis procedures Proc 11th Int Conf Soil Mech and Found Engrg. San Francisco, Calif:ISSMFE,1985:1-55 [14] 姚仰平, 罗汀. 新的变换应力空间及其应用第七届全国岩土力学数值分析与解析方法讨论会论文集.大连:大连理工大学出版社, 2001:16-22 Yao Yangping, Luo Ting. New transformed stress space and its application Proc of 7th Numerical Calculation and Analysis on Geomechanics. Dalian:Dalian University of Technology Press, 2001:16-22(in Chinese)

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