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张拉-剪切破坏模式下边坡三维临界滑面的Cauchy问题 被引量:2
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作者 王娇 林姗 +3 位作者 罗柳 郑宏 孙冠华 龙万学 《岩土力学》 EI CAS CSCD 北大核心 2022年第9期2634-2642,共9页
边坡失稳常表现为压剪-张拉破坏等复杂形态。基于有限元-强度折减法,获得边坡的极限应力场和应变场,从三维边坡的极限应力场出发,考虑剪切-张拉两种破坏模式,将边坡临界滑面定位问题转化为求解一阶拟线性偏微分方程的初值问题,即Cauchy... 边坡失稳常表现为压剪-张拉破坏等复杂形态。基于有限元-强度折减法,获得边坡的极限应力场和应变场,从三维边坡的极限应力场出发,考虑剪切-张拉两种破坏模式,将边坡临界滑面定位问题转化为求解一阶拟线性偏微分方程的初值问题,即Cauchy问题。在边坡后缘等拉应力区采用张拉破坏模式,在被动滑动区域采用Mohr-Coulomb屈服准则的剪切破坏模式,在未假定滑面几何形式和未指定滑动模式的前提下自动确定临界滑面。分别研究了缓倾结构面的三维边坡和陡倾结构面的三维边坡,描述了二者的几何特征和分布形态,并与无节理均质边坡进行了对比分析。结合物理模型试验,开展了均布荷载作用下均质边坡在极限应力状态下的破坏特征研究,验证了方法的正确性和可靠性。 展开更多
关键词 张拉-剪切复合破坏 三维节理边坡 临界滑面
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Effective grouting area of jointed slope and stress deformation responses by numerical analysis with FLAC^(3D) 被引量:3
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作者 ZHU Zi-qiang LIU Qun-yi +1 位作者 ZENG Fan-he QING Du-gan 《Journal of Coal Science & Engineering(China)》 2009年第4期404-408,共5页
To study the grouting reinforcement mechanism in jointed rock slope, first, the theoretical deduction was done to calculate the critical length of slipping if the slope angle is larger than that of joint inclination; ... To study the grouting reinforcement mechanism in jointed rock slope, first, the theoretical deduction was done to calculate the critical length of slipping if the slope angle is larger than that of joint inclination; Second, the numerical calculation model was founded by FLAG^3D, so as to find the stress and deformation responses of rock mass in the state before and after grouting, the analysis results show that the range between the boundary of critical slipping block and the joint plane that passes the slope toe is the effective grouting area (EGA). After excavation, large deformation occurs along the joint plane. After grouting, the displacements of rock particles become uniform and continuous, and large deformations along the joint plane are controlled; the dynamic displacement can re- flect the deformation response of slope during excavation in the state before and after grouting, as well as the shear location of potential slip plane. After grouting, the dynamic displacement of each monitoring point reaches the peak value with very few time steps, which indicate that the parameters of the joint plane, such as strength and stiffness, are improved; the stress field becomes uniform. Tensile area reduces gradually; whole stability of the slope and its ability to resist tensile and shear stress are improved greatly. 展开更多
关键词 SLOPE STRESS DEFORMATION cranny FLAC^3D
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The establishment of 3D visualization modeling for the jointed slope
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作者 LI Yu XU Jia HAN Chuan 《Journal of Civil Engineering and Architecture》 2009年第3期23-30,共8页
The 3D visualization model of slop with structural plane can displayed the characters of structural plane in slop directly, and illustrated the spatial combination. It is a modem and critical question in the field of ... The 3D visualization model of slop with structural plane can displayed the characters of structural plane in slop directly, and illustrated the spatial combination. It is a modem and critical question in the field of geotechnical engineering. Based on the peculiarity of the reconnaissance and the research of the visualization by formers, systemized the method fit for building 3D visualization model of slop with structural plane. Write the special program with Visual C^-+ computer language and illustrated it by OpenGL, the program can displayed and captured the random section plane. The program has a satisfied result by proving with the real projects. 展开更多
关键词 slop with structural plane 3D visualization model moving least squares method computer simulation
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