通过室内三轴试验,研究了甘肃定西原状Q3黄土的各向异性对于黄土抗剪强度和变形参数的影响。研究结果表明,此种黄土的各向异性对土体力学性质的影响显著。垂直向原状黄土抗剪强度明显高于水平向,随着围压的增大,二者之差明显下降,最终...通过室内三轴试验,研究了甘肃定西原状Q3黄土的各向异性对于黄土抗剪强度和变形参数的影响。研究结果表明,此种黄土的各向异性对土体力学性质的影响显著。垂直向原状黄土抗剪强度明显高于水平向,随着围压的增大,二者之差明显下降,最终稳定在10%的差值范围内。围压小于100 k Pa时,水平向破坏应变明显大于垂直向,且随着围压逐渐增大二者差值逐渐减小,并在围压高于200 k Pa时,破坏应变达到一致。利用邓肯-张模型对偏差应力实测值与计算值进行差值分析表明,低应变处垂直向与水平向的差值均较大;随着围压增大,差值逐渐减小并最终稳定在±5%差值范围内,且最大偏差应力均符合误差为±5%的范围。无论是垂直样还是水平样,大约在2%应变之前的应力应变曲线都近似为回归系数很高的线性关系,可近似估算不同方向黄土的变形模量,其值分别为130 MPa和85 MPa。展开更多
It is not uncommon to observe shear fractures in ductile rocks oriented at more than 45° with respect to the maximum compression direction. Since these orientations cannot be explained with the classic Mohr-Coulu...It is not uncommon to observe shear fractures in ductile rocks oriented at more than 45° with respect to the maximum compression direction. Since these orientations cannot be explained with the classic Mohr-Coulumb or Tresca yield criteria, Zheng et al.(Journal of Structural Geology, 35: 1394–1405, 2011) proposed the maximum effective moment(MEM) failure criterion. This rule suggests that shear fractures in ductile rocks form at ?55° with the maximum compression axis and that this orientation is material-independent and, therefore, universal. Zheng et al.(Science China: Earth Sciences, 57(11): 2819–2824, 2014) used data from our own experiments as supporting evidence of their failure criterion. In this contribution we discuss why shear fracture formation in ductile rocks indeed strongly depends on the mechanical properties of the deforming medium, and why experimental data should not be taken to prove the validity of the MEM criterion. The formation mechanisms and orientations of shear fractures in our experiments significantly vary depending on the material strength and degree and type of anisotropy(composite and intrinsic). We therefore demonstrate using experimental data that a universal failure angle in ductile and anisotropic rocks does not apply. Additionally, we highlight some inconsistencies of the MEM criterion.展开更多
文摘通过室内三轴试验,研究了甘肃定西原状Q3黄土的各向异性对于黄土抗剪强度和变形参数的影响。研究结果表明,此种黄土的各向异性对土体力学性质的影响显著。垂直向原状黄土抗剪强度明显高于水平向,随着围压的增大,二者之差明显下降,最终稳定在10%的差值范围内。围压小于100 k Pa时,水平向破坏应变明显大于垂直向,且随着围压逐渐增大二者差值逐渐减小,并在围压高于200 k Pa时,破坏应变达到一致。利用邓肯-张模型对偏差应力实测值与计算值进行差值分析表明,低应变处垂直向与水平向的差值均较大;随着围压增大,差值逐渐减小并最终稳定在±5%差值范围内,且最大偏差应力均符合误差为±5%的范围。无论是垂直样还是水平样,大约在2%应变之前的应力应变曲线都近似为回归系数很高的线性关系,可近似估算不同方向黄土的变形模量,其值分别为130 MPa和85 MPa。
文摘It is not uncommon to observe shear fractures in ductile rocks oriented at more than 45° with respect to the maximum compression direction. Since these orientations cannot be explained with the classic Mohr-Coulumb or Tresca yield criteria, Zheng et al.(Journal of Structural Geology, 35: 1394–1405, 2011) proposed the maximum effective moment(MEM) failure criterion. This rule suggests that shear fractures in ductile rocks form at ?55° with the maximum compression axis and that this orientation is material-independent and, therefore, universal. Zheng et al.(Science China: Earth Sciences, 57(11): 2819–2824, 2014) used data from our own experiments as supporting evidence of their failure criterion. In this contribution we discuss why shear fracture formation in ductile rocks indeed strongly depends on the mechanical properties of the deforming medium, and why experimental data should not be taken to prove the validity of the MEM criterion. The formation mechanisms and orientations of shear fractures in our experiments significantly vary depending on the material strength and degree and type of anisotropy(composite and intrinsic). We therefore demonstrate using experimental data that a universal failure angle in ductile and anisotropic rocks does not apply. Additionally, we highlight some inconsistencies of the MEM criterion.
