位置：成果数据库 > 期刊 > 期刊详情页
Dynamic deformation behavior of coarse aggregate under cyclic loading by PFC3D
  • ISSN号：1964-8189
  • 期刊名称：European Journal of Environmental and Civil Engine
  • 时间：2013.9
  • 页码：191-201
  • 相关项目：高速铁路软土地基沉降变形规律与控制方法研究
作者： Gui Yang|Kunlin Liu|Hanlong Liu|
同期刊论文项目
高速铁路软土地基沉降变形规律与控制方法研究
期刊论文 170 获奖 8 著作 5
同项目期刊论文
PCC桩加固铁路软土地基现场试验研究
现浇X形混凝土桩沉桩挤土效应现场试验研究
粗粒土与掺砾黏土接触面动单剪特性试验研究
岩土工程技术创新方法与实践
现浇X形桩产生地基附加应力的修正Geddes应力解
黏弹性地基中PCC桩扭转振动响应解析方法研究
路堤荷载下现浇X形桩复合地基承载特性数值分析
Coupled vibration of a concrete pipe pile with saturated soil due to longitudinal loading
Grouted gravel column supported highway embankmentover soft clay: case study
Vertical vibration of a large diameter pipe pileconsidering the transverse inertia effect of pile
Evaluationof PCC pile method in mitigating embankment vibrations from high-speed train
Three-dimensional Numerical Analysis of the StressTransfer Mechanism of XCC Piled Raft Foundations
Numerical Investigation of Stress Concentration Phenomenon in Piled Embankment underMoving Train Loa
Analytical solution of undrained cylindrical cavity expansion in saturated soil under anisotropic in
Earthquake Disaster Controlling Effect of Soft Soil Foundation Reinforced by XCC Pile.
Vibration analysis of pile-supported embankments under high-speed train passage
Three-dimensional numerical analysis of the stress transfer mechanism of XCC piled raft foundation
Horizontal Vibration of a Large-Diameter Pipe Pile in Viscoelastic Soil
饱和均质土中PCC桩纵向振动响应简化解析方法
横观各向同性地基中管桩扭转振动响应解析解
Vertical vibration of a pipe pile in viscoelastic soil considering the three-dimensional wave effec
Case Study on X-section Cast-in-place Pile-Supported Embankment over Soft Clay
Performance of X-sectioncast-in-place piled foundation
Analysis on pile-soil stress ratio of composite foundation with sparse capped-pilesunder lime-soil e
Outlier Analysis for Correlation Verifying Test of Roller Integrated CompactionMeasurement
玻璃砂透明土与标准砂土强度特性对比三轴试验研究
粗粒土与掺砾粘土接触面动单剪特性试验研究
Field experimental study on pile-net composite foundation for high speed railway
基于透明土的管桩贯入特性模型试验研究
列车激振荷载下PCC桩复合地基动力分析
基于PIV技术的沉桩过程土体位移场模型试验研究
现浇X形桩低应变瞬态动测响应三维有限元分析
基于透明土材料的沉桩过程土体三维变形模型试验研究
高铁荷载作用下基床填料的动三轴模量试验研究
基于正交试验法的新型混合坝参数敏感性分析
连续压实检测指标概率分布模型研究
太沙基三维固结方程在一维情况下精确解的物理意义解释
加筋土石坝小型振动台模型试验分析
现浇 X 形桩产生地基附加应力的修正Geddes 应力解
原状和重塑海洋粉土动力特性对比试验研究
玻璃球动弹性模量特性试验和数值模拟研究
Analysison Deformation Mechanism of PCC Pile Composite Foundation Under Train VibrationLoad,
Full-Scale Model Test Of X-Section Pile Under LateralLoad
高速铁路中低压缩性土桩？筏(网)地基加固效果研究
高速铁路CFG桩-筏复合地基现场测试研究
考虑土体三维波动效应的现浇大直径管桩纵向振动响应解析解
饱和黏性土地基中现浇大直径管桩水平振动响应解析解
NumericalAnalysis of Dynamic Response and Influence Factors on PCC Pile CompositeFoundation of High
高速列车引起地基振动分数阶模型
高速列车引起的地基振动半解析解
Process-analysis on the stage characteristic of pull-out tests
ExperimentalStudy on Improving the Frost Heave of Graded Gravel on Passenger DedicatedRailway Line
The influence of horizontal confinement on the bearing capacity factor Nc of smooth strip footing
Effects of shear strength reduction strategies on safety factor of homogeneous slopebased on a gener
基床表层级配碎石注浆改良模型试验
基于地统计学方法的铁路路基压实均匀性评价
交通荷载引发主应力轴旋转下软黏土变形与强度特性试验研究
考虑颗粒破碎引起级配演变的粗粒料屈服函数研究
空心圆柱仪模拟列车荷载下土中应力路径能力分析
粗粒料颗粒破碎数值模拟研究
颗粒形状对人工模拟堆石料强度和变形特性影响试验研究
Disaster controlling technology for soft ground deformation of existing highway
Time-domain analysis of velocity waves in a pipe pile due to a transient point load
hree-dimensional dynamic analyses of track-embankment- ground system subjected to high speed train l
Performances on environment effect of energy pile under heat exchange
Mathematical model and analysis on negative skin friction of pile group in consolidating soil
A simplified approach for negative skin friction calculation of special-shaped pile considering pile
Performances of large-diameter cast-in place concrete pipe pile and pile group under lateral load
XCC pile installation effect in soft soil ground: A simplified analytical model
Effects of the Tip Location on Single Piles Subjectedto Surcharge and Axial Loads
Application of microorganisms in riverbank protection to prevent flood disaster
桩筏地基加固对紧邻既有线路基的影响
天然沉积结构性黏土原位压缩规律及预测模型研究
A theoretical analysis of the vertical dynamic response of large-diameter pipepiles in layered soil
考虑土体非线性固结沉降的复合地基桩侧负摩阻力特性研究
扩底楔形桩沉桩挤土效应理论分析
Vertical dynamic response of a pipe pile in saturated soil layer
极限荷载下X形桩和圆形桩破坏形式对比模型试验研究
Three-dimensional dynamic analyses of track-embankment- ground systemsubjected to high speed train l
均匀黏弹性地基中现浇X形桩低应变动测响应数值模拟
高速铁路CFG桩筏复合地基沉降变形特性研究
基于圆孔扩张理论的静压楔形桩沉桩挤土效应研究
正方形形孔扩张的弹性分析
饱和土体中椭圆孔扩张弹塑性解
Vertical impedance of an end-bearing pile in viscoelastic soil
Analysis and modification of the Hewlett & Randolph method
Analytical solution of undrained cavity expansion in saturated soil under anisotropic initial stress
Application of PCC Pile - Reinforced RailwayFoundation :Field Study.
Torsional dynamic response of a large diameter pipepile in viscoelastic saturated soil
A Theoretical Analysis of the Bearing Performance ofVertically Loaded large-Diameter Pipe Pile Group
Analytical solution for pressure-controlled elliptical cavity expansion in elastic-perfectly plastic
桩承式路堤中土拱效应产生机理研究
刚性荷载下现浇X形桩复合地基桩侧摩阻力数值分析
现浇X形桩产生地基附加应力的修正Geddes应力解（Ⅰ）：侧摩阻力
Lateral dynamic response of a pipe pile insaturated soil layer
Analytical solution on stress and displacement afterX-section cast-in-place pile installation
现浇X形群桩竖向抗拔特性及影响因素分析
基于库仑定律的CU总应力切线和割线强度指标数理意义释义和适用性研究
超液限吹填黏土在主固结阶段的次固结特性试验研究
滞回阻尼土中大直径管桩纵向振动响应解析解
刚性荷载下现浇X形桩复合地基极限承载力特性研究
现浇X形桩复合地基桩侧摩阻力分布特性
新线地基施工对邻近运营铁路路基稳定性影响研究
考虑软黏土结构性损伤的圆柱孔扩张弹塑性分析
考虑土体非线性固结沉降的复合地基桩侧负摩阻力研究
任意角度水平向荷载下现浇X形桩力学特性研究(Ⅰ):惯性矩
现浇X形桩桩承式加筋路堤三维有限元分析
建筑结构振动的一种常分数阶控制策略
水平荷载桩室内模型试验系统研究
重塑黏土空心圆柱试样制备技术改进及应用
基于透明土材料的异形桩拔桩过程对比模型试验
预压作用下软土微观结构试验及弹黏塑性模型研究
不同振动波形对单桩桩-筏复合地基动力响应特性研究
极限荷载下纵向截面异形桩破坏形式对比模型试验研究
基于透明土的静压楔形桩沉桩效应模型试验研究
基于连续压实质量检测的压实薄弱区域评价指标研究
无砟轨道X形桩–筏复合地基动土压力分布规律试验研究
振动波型对X形桩桩–筏复合地基动力响应影响的模型试验研究
寒冷地区铁路客运专线路基温度场数值模拟
椭圆形孔扩张弹性分析
水平荷载下扩底楔形桩承载力特性透明土模型试验
极限荷载下X形桩和圆形桩破坏形式对比模型试验
高速铁路夹硬层软基布袋注浆桩加固技术研究
砂桩－网复合地基2次预压沉降计算方法
玻璃砂透明土变形特性三轴试验研究
高速铁路建设对紧临既有线路基服役状态影响的动力测试分析与对策
高速铁路中低压缩性土桩-筏（网）地基加固效果研究
Torsional vibration of a pipe pile in transversely isotropic saturated soil