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Cavity Expansion–Contraction-Based Method for Tunnel–Soil–Pile Interaction in a Unified Clay and Sand Model: Drained Analysis

机译：基于腔扩张 - 基于统一粘土和砂模型的隧道土桩相互作用方法：排水分析

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Pin-Qiang Mo; Alec M. Marshall; Yong Fang;
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1. Cavity Expansion-Contraction-Based Method for Tunnel-Soil-Pile Interaction in a Unified Clay and Sand Model: Drained Analysis [J] . Mo Pin-Qiang, Marshall Alec M., Fang Yong International journal of geomechanics . 2021,第5期

机译：基于腔扩张 - 基于统一粘土和砂模型的隧道土桩相互作用方法：排水分析
2. Drained cavity expansion analysis with a unified state parameter model for clay and sand [J] . Mo Pin-Qiang, Yu Hai-Sui Canadian Geotechnical Journal . 2018,第7期

机译：用粘土和沙子的统一状态参数模型排出排水腔扩展分析
3. Closure to 'Tunnel-Pile Interaction Analysis Using Cavity Expansion Methods' by Alec M. Marshall [J] . Alec M. Marshall Journal of geotechnical and geoenvironmental engineering . 2013,第11期

机译：Alec M. Marshall的“使用空腔扩展方法进行隧道-桩相互作用分析”的闭幕
4. Interaction of the Bored Sand and Gravel Drain Pile with the Surrounding Compacted Loam Soil and Foundation Raft Taking into Account Rheological Properties of the Loam Soil and Non-Linear Properties of the Drain Pile [C] . Z G Ter-Martirosyan, A Z Ter-Martirosyan, G O Anzhelo1 and AS Buslov Annual International Conference on Material Science and Environmental Engineering . 2018

机译：钻孔和砾石流量桩与周边压实壤土土壤和基础筏的相互作用考虑了壤土土壤土壤流变性能及排水桩的非线性特性
5. Numerical modeling of seismic soil-pile-superstructure interaction in soft clay. [D] . Lok, Man Hoi. 1999

机译：软黏土中地震土-桩-上部结构相互作用的数值模拟。
6. Gene-Gene Interaction Analysis for the Accelerated Failure Time Model Using a Unified Model-Based Multifactor Dimensionality Reduction Method [O] . Seungyeoun Lee, Donghee Son, Wenbao Yu, 2016

机译：基于统一模型的多因素降维方法的加速失效时间模型的基因-基因相互作用分析
7. Undrained cavity expansion analysis with a unified state parameter model for clay and sand [O] . Mo, PQ, Yu, HS 2017

机译：采用统一的粘土和砂土状态参数模型进行不排水扩孔分析
8. Driven Piles in Clay (I) Installation, Modelled as the Expansion of a Cylindrical Cavity [R] . Randolph, M. F. , Carter, J. P. , Wroth, C. P. 1978

机译：粘土中的驱动桩（I）安装，模拟为圆柱形腔体的膨胀

Cavity Expansion–Contraction-Based Method for Tunnel–Soil–Pile Interaction in a Unified Clay and Sand Model: Drained Analysis

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