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Analysis on Consolidation Behavior of Soft Ground with Reactive Drain Pile

机译：具有反应性排水桩软土地基固结行为分析

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Beomjun Kim; Myounghak Oh; Chanyoung Yune;
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年度 2014
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1. Application and Design of Transition Piled Embankment with Surcharged Prefabricated Vertical Drain Intersection over Soft Ground [J] . Nazir Ramli, Moayedi Hossein, Subramaniam Puspanathan, Arabian Journal for Science and Engineering . 2018,第4期

机译：超载预制竖向排水交叉口过渡桩路堤在软土地基上的应用与设计。
2. Analytical solution for free strain consolidation of stone column-reinforced soft ground considering spatial variation of total stress and drain resistance [J] . Computers and Geotechnics . 2020,第Feba期

机译：考虑总应力和排水阻力空间变化的石柱加筋软土地基自由应变固结的解析解
3. Behaviour of piled bridge abutments on soft ground: A design method proposal based on 2D elasto-plastic-consolidation coupled FEM [J] . Takashi Hara, Yuzhen Yu, Keizo Ugai Computers & geosciences . 2004,第4期

机译：桩基在软土地基上的行为：基于二维弹塑性-固结耦合有限元的设计方法建议
4. Model Tests on Consolidation Behavior of Soft Clay Ground Improved by Plastic Board Drain [C] . Seung Kyong You, Kazuhiro Oda, Tamotsu Matsui International Offshore and Polar Engineering Conference . 2001

机译：通过塑料板排水改善软粘土地的合并行为模型试验
5. Development of modified p-y curves for Winkler Analysis to characterize the lateral load behavior of a single pile embedded in improved soft clay. [D] . Huang, Jin-Wei. 2011

机译：开发用于Winkler分析的修改后的p-y曲线，以表征嵌在改良软土中的单桩的侧向荷载行为。
6. Effect of Passive Pile on 3D Ground Deformation and on Active Pile Response [O] . Bingxiang Yuan, Rui Chen, Jun Teng, -1

机译：被动桩对3D地面变形和主动桩响应的影响
7. Analysis on the Analytical Behavior of Soft Ground Reinforced with Granular Compaction Piles [O] . Min-Seok Kim, Seung-Ju Na, Yeol-Ho Yang, 2016

机译：用粒状压制桩加固软土分析的分析分析
8. New Sand Drain Consolidation Model. Volume 4. A Probabilistic Consolidation Analysis for Embankment Foundations [R] . Witczak, M. W. , Hwang, D. 1980

机译：新型排沙固结模型。第4卷。堤防基础的概率合并分析

Analysis on Consolidation Behavior of Soft Ground with Reactive Drain Pile

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