Mechanisms of liquefaction-prone initial stresses in embankments caused by formation of arch and damage-resistant materials requirements against excessive basal settlement

拱形路堤易液化初应力机制及应对基底过度沉降的抗损伤材料要求

• 批准号: 25820213
• 负责人: PIPATPONGSA THIRAPONG
• 金额: $ 2.75万
• 依托单位: Kyoto University (2014-2015)Tokyo Institute of Technology (2013)
• 依托单位国家: 日本
• 项目类别: Grant-in-Aid for Young Scientists (B)
• 财政年份: 2013
• 资助国家: 日本
• 起止时间: 2013-04-01 至 2016-03-31
• 项目状态: 已结题
• 来源: https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-25820213/
• 关键词: アーチ効果; 荷重分布; 地盤沈下; 下界定理; 締固め土; 盛土; 模型実験; 土質力学; 極限解析; 安息角

项目成果

Theoretical analysis of earth pressure against rigid retaining walls under translation mode

• DOI: 10.1016/j.sandf.2016.07.007
• 发表时间: 2016-08
• 期刊: Soils and Foundations
• 影响因子: 3.7
• 作者: M. Khosravi;T. Pipatpongsa;J. Takemura

Effect of different alignment of faults to the slope stability

不同断层走向对边坡稳定性的影响

• 发表时间: 2015
• 作者: T. Techawongsakorn;T. Akihiro and T. Pipatpongsa
• 通讯作者: T. Akihiro and T. Pipatpongsa

Numerical lower bound limit analyses of sand heap subjected to basal settlement with hysteretic reversals

滞后反转地基沉降作用下砂堆的数值下限分析

• 发表时间: 2014
• 作者: M. Tashiro;T. Noda and H. S. Nguyen;Thirapong Pipatpongsa
• 通讯作者: Thirapong Pipatpongsa

Stability of soil block on low interface friction plane with and without side supports

有和无侧支撑的低界面摩擦平面上土块的稳定性

• 发表时间: 2016
• 期刊: Engineering Journal
• 作者: R. Ouch;B. Ukritchon and T. Pipatpongsa
• 通讯作者: B. Ukritchon and T. Pipatpongsa

Investigation of initial stress changes in physical models of embankment caused by formation of arch

拱形成引起的路堤物理模型初始应力变化研究

• 发表时间: 2015
• 作者: T. Pipatpongsa;J. Nakamura and C. W. Lu
• 通讯作者: J. Nakamura and C. W. Lu