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Geotechnical special publication最新文献

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Multi-Level O-Cell Tests on Instrumented Bored Piles in the Mekong Delta 湄公河三角洲钻孔灌注桩的多级o孔试验
Pub Date : 2017-03-30 DOI: 10.1061/9780784480465.029
H. M. Nguyen, A. Puppala, U. Patil, Leila Mosadegh, A. Banerjee
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引用次数: 1
Performance of the Overlay Tester in Cyclic Loading Mode 循环加载模式下叠加试验性能研究
Pub Date : 2017-03-30 DOI: 10.1061/9780784480441.036
V. M. Garcia, Jose Garibay, I. Abdallah, S. Nazarian
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引用次数: 0
Water and gas flows in hydrate-bearing sediments 水和气体在含水合物的沉积物中流动
Pub Date : 2017-03-30 DOI: 10.1061/9780784480472.081
Yue Xu, Y. Seol, Jaewon Jang, S. Dai
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引用次数: 9
Monitoring and Modeling of Peat Decomposition in Sacramento Delta Levees 萨克拉门托三角洲堤防泥炭分解的监测与模拟
Pub Date : 2017-03-30 DOI: 10.1061/9780784480458.054
Amr Helal, V. Bennett, M. Gabr, R. Borden, T. Abdoun
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引用次数: 2
3D Deformation Behavior of Geosynthetic-Reinforced Soil Bridge Abutments 土工合成加筋土桥台三维变形特性研究
Pub Date : 2017-03-30 DOI: 10.1061/9780784480458.005
W. Rong, Yewei Zheng, J. McCartney, P. Fox
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引用次数: 4
Field Measurement of Noise and Ground Surface Vibration during Pile Jetting and Grouting 喷桩和注浆过程中噪声和地面振动的现场测量
Pub Date : 2017-03-30 DOI: 10.1061/9780784480441.010
S. Thiyyakkandi, M. McVay, P. Lai, R. Herrera
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引用次数: 3
Feasibility Analyses of Using Renewable Wind Energy for Landslide Mitigation 利用可再生风能治理滑坡的可行性分析
Pub Date : 2017-03-30 DOI: 10.1061/9780784480458.038
Jiale Li, X. Yu
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引用次数: 1
Measurement of Thermal Conductivity Dry-Out Curves for Sands and Model Prediction 砂土热导率干化曲线的测量与模型预测
Pub Date : 2017-03-30 DOI: 10.1061/9780784480472.084
N. Zhang, Xuelin Wang, Xinbao Yu
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引用次数: 0
Importance of Side Resistance in a 3D Stability Analysis 侧阻在三维稳定性分析中的重要性
Pub Date : 2017-03-30 DOI: 10.1061/9780784480458.028
K. Akhtar, T. Stark
Present 3D limit equilibrium (LE) methods do not incorporate shear resistance from near vertical sides parallel to the direction of slide movement. Consequently, the computed 3D factor of safety (FS) is underestimated and the shear strength parameters from an inverse analysis are overestimated. The present study uses continuum mechanics to calculate the magnitude of side shear resistance along near vertical sides of a translational slide mass. Results of the parametric study show use of an earth pressure coefficient (Kτ) that is in-between at-rest (K0) and active (KA) earth pressure and Mohr-Colombo strength criteria provides a reasonable estimate of the side shear resistance and 3D/2D FS ratios that are in agreement with finite element (FE) and finite difference (FD) a continuum analyses. Based on these findings, charts showing the influence of shear resistance on 3D/2D FS ratios for various slope inclinations and geometries are presented herein.
目前的三维极限平衡(LE)方法不考虑与滑动运动方向平行的近垂直侧的剪切阻力。因此,计算的三维安全系数(FS)被低估,而反分析的抗剪强度参数被高估。本研究采用连续介质力学计算平移滑动体近垂直侧的侧剪阻力大小。参数化研究的结果表明,使用介于静止土压力(K0)和活动土压力(KA)之间的土压力系数(Kτ)和Mohr-Colombo强度准则,可以合理估计侧抗剪能力和3D/2D FS比,这与有限元(FE)和有限差分(FD)连续分析一致。基于这些发现,本文给出了各种坡度和几何形状下剪切阻力对3D/2D FS比的影响图表。
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引用次数: 4
Numerical Analysis of Rigid Inclusion Behavior under Lateral Loads 横向荷载作用下刚性夹杂物行为的数值分析
Pub Date : 2017-03-30 DOI: 10.1061/9780784480441.004
Alfonso J. Rivera, C. Olgun, T. Brandon, F. Massé
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引用次数: 2
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Geotechnical special publication
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