位置：成果数据库 > 期刊 > 期刊详情页
Modified electromagnetism-like algorithm and its application to slope stability analysis
  • ISSN号：1005-9784
  • 期刊名称：Journal of Central South University of Technology
  • 时间：0
  • 页码：2100-2107
  • 相关项目：高渗压梯度条件下多裂隙岩体断裂损伤机理及其应用研究
作者： Zhang Ke|Cao Ping|
同期刊论文项目
高渗压梯度条件下多裂隙岩体断裂损伤机理及其应用研究
期刊论文 73 会议论文 3
同项目期刊论文
Testing study on damage and fracture mechanical effects for swelling soft rock during water corrosio
Fracture test and failure mechanism of rock-like material of relatively different fracture apertures
Shear test of joint and analysis of morphology characteristic evolution of joint surface
Effect of water-rock interaction on the morphology of a rock surface
自然与饱水状态下深部斜长角闪岩蠕变特性
滑移线积分变换在土坡稳定性中的应用
Micromechanical model for equivalent crack propagation under chemical corrosion of water-rock intera
Viscoelasto-plastic properties of deep hard rocks under water environment
Nonlinear Damage and Failure Behavior of Brittle Rock Subjected to Impact Loading
Simulation analysis on three-dimensional slope failure under different conditions
渗透水压下岩体多裂纹相互作用的计算
Time-dependence of damage and fracture effect for strain softening of soft rock under water corrosio
岩石亚临界裂纹扩展及其应用研究
岩石亚临界裂纹扩展机制及工程门槛值研究
Experimental study of effect of water-rock interaction on micto-topography of rock surface
Size effect experimental study of strength and deformation in different height-to-diameter ratio sof
Implementation and application of constitutive model for damage evolution of fractured rock mass
Failure mechanism and its simplified models of brittle material with ordered multi-fissures under un
Creep properties experiment and model of deep rock with step loading and unloading
An improved accelerated creep mechanical model of viscoelasto-plastic rock
裂隙岩体损伤演化本构模型的实现及应用
水岩作用下岩石亚临界裂纹的扩展规律
水-岩化学作用等效裂纹扩展细观力学模型
水压力作用下岩石中Ⅰ和Ⅱ型裂纹断裂准则
Analysis of fracture criterion of I and II type of crack in rock masses under hydraulic pressure
类岩材料多裂隙体在单轴压缩下的数值模拟
岩石节理面粗糙度的分形效应与试件尺寸影响分析
Splitting failure properties of fractured rock under high water pressure
Model of weighted distance discriminant analysis and application for deep roadway
Study of fracture damage evolution mechanism of compression-shear rock cracks under high seepage pre
采动诱导下水系发育岩层的变形破坏机制研究
Improved nonlinear viscoelasto-plastic rheological model of rock and its correction of hardening coe
Fracture for rock-like materials with two transfixion fissures under uniaxial compression
Failure characteristics and its influencing factors of rock-like material with multi-fissures under
Predicting surface settlement of tunnel using grey relational-support vector machine
考虑流变固结效应和强度折减法的土质边坡安全系数
复杂边坡滑动面确定的联合搜索法
岩石节理表面三维形貌特征的分形分析
节理剪切试验及其表面形貌特征变化分析
均质边坡稳定状况快速辨识及参数反演的一种实用方法
单轴压缩下预制2条贯通裂隙类岩材料断裂行为
高渗压条件下裂隙岩体的劈裂破坏特性
膨胀性软岩水腐蚀损伤断裂力学效应实验研究
软黏土的三轴蠕变试验与修正的Singh-Mitchell蠕变模型
软弱结构面加桩剪切特性的数值分析
基于灰色关联支持向量机的地表沉降预测
竖直向上传播剪切波作用下边坡动力响应规律
一种改进的岩石黏弹性加速蠕变力学模型
不同高径比时软岩强度与变形尺寸效应试验研究
空区贯通对大型地下采场开挖变形稳定性的影响
分级加卸载下深部岩石流变实验及模型
复杂边坡非圆弧滑动面求解的类电磁机制算法
人体表面积的计算及地理因素的影响
剪切作用下节理表面形貌变化
金川深部典型岩石岩爆倾向性多因素综合评判
基于SURPAC模型的采空区与露采边坡相互影响的FLAC^3D分析
多层边坡破坏机制数值模拟研究
不同裂隙相对张开度下类岩石材料断裂试验与破坏机理
单压下节理密度及倾角对类岩石试件强度及变形的影响
静载下预制裂隙类岩石材料断裂实验与分析
土水离子效应对土体力学性能的影响
Wing crack model subjected to high hydraulic pressure and far field stresses and its numerical simulation
Modified electromagnetism-like algorithm and its application to slope stability analysis
分形理论在岩体质量评价中的应用及分级指标值的确定
岩石在饱和状态下的抗剪强度参数变化研究
时域反射测试技术在基坑变形监测中的应用
单压下有序多裂隙脆性材料破坏机制及其简化模型
不同条件下三维边坡失稳规律的数值模拟
水环境下深部硬岩的黏弹塑性
单压下多裂隙类岩材料的破坏特征及其影响因素（英文）