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高速铁路中低压缩性土桩？筏(网)地基加固效果研究
  • 期刊名称：南大学学报(自然科学版)
  • 时间：2014
  • 页码：1590-1597
  • 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： 左珅|王敏|
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
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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
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路堤荷载下现浇X形桩复合地基承载特性数值分析
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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
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Case Study on X-section Cast-in-place Pile-Supported Embankment over Soft Clay
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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
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饱和黏性土地基中现浇大直径管桩水平振动响应解析解
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高速列车引起的地基振动半解析解
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Effects of shear strength reduction strategies on safety factor of homogeneous slopebased on a gener
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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
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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
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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
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高速铁路CFG桩筏复合地基沉降变形特性研究
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正方形形孔扩张的弹性分析
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Analysis and modification of the Hewlett & Randolph method
Analytical solution of undrained cavity expansion in saturated soil under anisotropic initial stress
Torsional vibration of a pipe pile in transversely isotropic saturated soil
Application of PCC Pile - Reinforced RailwayFoundation :Field Study.
Torsional dynamic response of a large diameter pipepile in viscoelastic saturated soil
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滞回阻尼土中大直径管桩纵向振动响应解析解
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现浇X形桩复合地基桩侧摩阻力分布特性
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砂桩－网复合地基2次预压沉降计算方法
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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
极限荷载下X形桩和圆形桩破坏形式对比模型试验
水平荷载下扩底楔形桩承载力特性透明土模型试验
椭圆形孔扩张弹性分析
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
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