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Analytical solution to rock pressure acting on three shallow tunnels subjected to unsymmetrical load
  • ISSN号：2095-2899
  • 期刊名称：Journal of Central South University
  • 时间：2013.2.1
  • 页码：528-535
  • 相关项目：复杂状态时下限应力场分布机理的理论与实验研究
作者： Yang Xiao-Li|Zhang Jia-hua|Jin Qi-yun|Ma Jun-qiu|
同期刊论文项目
复杂状态时下限应力场分布机理的理论与实验研究
期刊论文 52 获奖 4 专利 2
同项目期刊论文
Pressure from surrounding rock of three shallow tunnels with large section and small spacing
Upper bound solutions of stability factor of shallow tunnels in saturated soil based on strength red
基于Hoek-Brown破坏准则的浅埋条形锚板抗拔力上限分析
虑孔隙水压力效应和非线性破坏准则的浅埋地下洞室支护力上限分析
Upper bound limit analysis of roof collapse in shallow tunnels with arbitrary cross sections under c
Stability analysis for natural slope by a kinematical approach  
非偏压与偏压条件下浅埋隧道围岩压力的极限分析
盾构隧道开挖面支护力上限分析
浅埋隧道塌方机理上限分析
基于非线性破坏准则的浅埋偏压隧道稳定性分析
Mohr-Coulomb准则下基于滑动面深度的土坡参数反演方法
Upper bound solutions for supporting pressures of shallow tunnels with nonlinear failure criterion
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Upper bound solution for supporting pressure acting on shallow tunnel based on modified tangential t
加筋土膨胀土边坡变形及影响因素分析
Hoek-Brown准则下岩质边坡的GSI反演
Three-dimensional failure mechanism of a rectangular cavity in a Hoek–Brown rock medium.
多失效模式相关下的结构系统可靠度计算研究
三级台阶边坡稳定性分析的上限解研究
Determination of minimum cover depth for shallow tunnel subjected to water pressure
Limit analysis of roof collapse in tunnels under seepage forces condition with three-dimensional fai
Energy analysis of stability on shallow tunnels based on non-associated flow rule and non-linear fai
Roof collapse of shallow tunnels with limit analysis method
Seismic and static 3D stability of two-stage rock slope based on Hoek–Brown failure criterion
Upper bound analysis for deep tunnel face with joined failure mechanism of translation and rotation
地震作用下浅埋隧道动态稳定性的拟静力上限分析.
不同饱和度下破碎软岩隧道掌子面破坏范围上限分析
Energy analysis of face stability of deep rock tunnels using nonlinear Hoek-Brown failure criterion
Collapse mechanism for deep tunnel subjected to seepage force in layered soils
Limit analysis of supporting pressure in tunnels with regard to surface settlement
Stability Analysis of Crack Slope Considering Nonlinearity and Water Pressure
Three dimensional seismic and static stability of rock slopes
纯粘土坡三维动态上限分析
Upper bound solution of supporting pressure for a shallow square tunnel based on the Hoek-Brown fail
基于最大熵原理与最优化方法的隧道衬砌结构可靠度分析
Back analysis for soil slope based on measuring inclination data
Influences of anisotropy and inhomogeneity on supporting pressure of tunnel face with kinematical ap
Reliability analysis of retaining walls with multiple failure modes
基于上限原理的两种岩溶隧道岩墙厚度计算方法
隧道循环进尺的极限平衡分析
纯黏土坡三维动态上限分析
非均质土体中盾构隧道开挖面支护力上限分析
Mohr-Coulomb准则下基于滑动面深度的边坡参数反分析方法
考虑孔隙水压力效应和非线性破坏准则的浅埋地下洞室支护力上限分析
Analytical solution to rock pressure acting on three shallow tunnels subjected to unsymmetrical loads
Influences of anisotropy and inhomogeneity on supporting pressure of tunnel face with kinematical approach
Upper bound limit analysis of roof collapse in shallow tunnels with arbitrary cross sections under condition of seepage force
Energy analysis of stability on shallow tunnels based on non-associated flow rule and non-linear failure criterion
Upper bound solution for supporting pressure acting on shallow tunnel based on modified tangential technique
期刊信息
  • 《中南大学学报：英文版》
  • 主管单位:教育部
  • 主办单位:中南大学
  • 主编：黄伯云
  • 地址：湖南长沙中南大学校本部
  • 邮编：410083
  • 邮箱：jcsu@csu.edu.cn
  • 电话：0731-88836963
  • 国际标准刊号：ISSN：2095-2899
  • 国内统一刊号：ISSN：43-1516/TB
  • 邮发代号:42-316
  • 获奖情况:
  • 2006、2008、2010“中国高校精品科技期刊”2009...
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  • 被引量:334