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基于SMP准则的土的平面应变强度公式 被引量:67

Soil strength equation in plane strain based on SMP
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摘要 基于SMP准则和佐武的平面应变条件,推导了摩擦材料的平面应变强度公式。通过引入粘结应力σ0,推导出适应于c-φ材料的平面应变强度公式。各种试验结果证明了所提强度公式是合理的。 Based on the SMP failure criterion and Satake's stress condition in plane strain state, the failure criterion in plane strains for frictional materials is proposed. This failure criterion is extended to that for cohesive-frictional materials by introducing a parameter of bonding stress σ0.The validity of the failure criterion proposed herein is also verified by various test data.
出处 《岩土力学》 EI CAS CSCD 2000年第4期390-393,共4页 Rock and Soil Mechanics
关键词 破坏准则 平面应变 三轴压缩 SMP准则 C-Φ材料 failure criterion plane strain triaxial compression
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参考文献5

  • 1[1]Matsuoka N. Prediction of plane strain strength for soils from triaxial compression[A]. Proc. of 10th Int. Conf. on Soil Mech. and Found. Eng.[C], Stockholm, 1981,5:682~683.
  • 2[2]Matsuoka H, Nakai T. Stress-deformation and strength characteristics of soil under three difference principal stresses[J]. Proc. of Japan Society of Civil Engineers, 1974,232:59~70.
  • 3[3]Satake M. Stress-deformation and strength characteristics of soil under three difference principal stresses (Discussion)[J]. Proc. of Japan Society of Civil Engineers, 1976,246:137~138.
  • 4[4]Ramamurthy T, Tokhi V K. Relation of triaxial and plane strain strengths[A]. Proc. of 10th Int. Conf. on Soil Mech. and Found. Eng.[C], Stockholm, 1981,1:755~758.
  • 5[5]Kimata T, Uchida K, Hasegawa T. A consideration on the intermediate principal stress of plane strain tests[A]. Proc. 27th Japan National Conf. on SMFE[C], 1992, 693~694.

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