Results 241 to 250 of about 3,053,672 (267)

Analysis of One-Dimensional Consolidation for Double-Layered Soil with Non-Darcian Flow Based on Continuous Drainage Boundary

International Journal of Geomechanics, 2023
Wenbing Wu, Guoxiong Mei, Mengfan Zong
exaly   +2 more sources

Consolidation Analysis of Soft Soil with Continuous Drainage Boundary under Cyclic Loads

International Journal of Geomechanics
Pyol Kim
exaly   +2 more sources

One-Dimensional Consolidation Analysis of Layered Foundations Subjected to Arbitrary Loads under a Continuous Drainage Boundary

International Journal of Geomechanics
Guoxiong Mei, Jianxue Feng
exaly   +2 more sources

One‐dimensional consolidation of layered soils under ramp load based on continuous drainage boundary

International Journal for Numerical and Analytical Methods in Geomechanics, 2020
AbstractThe traditional drainage boundary regards the drainage boundary as completely permeable or completely impervious. However, the drainage boundary is an impeded drainage boundary between completely permeable and impervious in engineering practice.
Xiaoyan Yang, Mengfan Zong, Yi Tian, Guosheng Jiang, M. Hesham El Naggar, Wenbing Wu, Meijuan Xu   +6 more
openaire   +1 more source

Analytical solution for one-dimensional nonlinear consolidation of double-layered soil with improved continuous drainage boundary

European Journal of Environmental and Civil Engineering, 2020
Following the assumptions proposed by Davis and Raymond, an analytical solution for one-dimensional nonlinear consolidation of double-layered soil under constant loading is derived by introducing a...
Mengfan Zong, Wenbing Wu, M. Hesham El Naggar, Guoxiong Mei, Pengpeng Ni, Meijuan Xu   +5 more
openaire   +1 more source

Nonlinear consolidation finite element analysis of a layered soft soil foundation under multistage loading based on the continuous drainage boundary

Computers and Geotechnics
Wenbing Wu
exaly   +2 more sources

One‐Dimensional Nonlinear Consolidation Behavior of Layered Soils With Heterogeneous Foundations and Continuous Drainage Boundaries

International Journal for Numerical and Analytical Methods in Geomechanics
ABSTRACT This study investigated one‐dimensional nonlinear consolidation behavior in layered soils, incorporating nonlinear void ratio‐permeability and void ratio‐compression relationships to establish a governing equation that accounts for material heterogeneity.
Anfeng Hu, Zongqin Wang, Xiao Wei, Senlin Xie, Mengfan Zong, Zhirong Xiao   +5 more
openaire   +1 more source

Drainage of water droplets in a bounded paraffin oil continuous phase: Role of temperature, size and boundary walls

Colloids and Surfaces A: Physicochemical and Engineering Aspects, 2014
Abstract This article presents numerical simulations of the hydrodynamics generated by droplets evolving in a continuous paraffin oil phase and submitted to gravity. The model under consideration is two-dimensional, includes capillarity, free boundaries and is simulated with a finite volume technique.
Adil Lekhlifi, Jalil Ouazzani, Mickaël Antoni   +2 more
openaire   +1 more source

One‐dimensional consolidation analysis of layered soil with exponential flow under continuous drainage boundary

International Journal for Numerical and Analytical Methods in Geomechanics
AbstractTo comprehensively consider the influence of boundary conditions, non‐Darcy flow, load forms, and soil stratification on soil consolidation, a one‐dimensional soil consolidation equation is established. By subdividing the soil layer and employing time discretization, the nonlinear consolidation equation is linearized, resulting in an analytical
Yi Zhang, Jia Wang, Mengfan Zong, Wenbing Wu, Siyu Cai, Zhongling Zong, Guoxiong Mei, Chenming Wang   +7 more
openaire   +1 more source

Analysis of accelerated consolidation effect of permeable pipe pile using coupled MPM-FEM method and continuous drainage boundary condition

Computers and Geotechnics
Wenbing Wu, Guoxiong Mei
exaly   +2 more sources