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加筋土石坝小型振动台模型试验分析
  • 期刊名称：防灾减灾工程学
  • 时间：2014
  • 页码：124-128
  • 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： 仝玉丁，杨贵，杨星|
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
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
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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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基于透明土的管桩贯入特性模型试验研究
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现浇X形桩低应变瞬态动测响应三维有限元分析
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玻璃球动弹性模量特性试验和数值模拟研究
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Disaster controlling technology for soft ground deformation of existing highway
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Effects of the Tip Location on Single Piles Subjectedto Surcharge and Axial Loads
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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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Torsional dynamic response of a large diameter pipepile in viscoelastic saturated soil
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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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