Consolidation solution for composite foundation considering a time- and depth-dependent stress increment along with three distribution patterns of soil permeability

DOI10.1631/JZUS.A0900661zbMath1400.74076MaRDI QIDQ1622293

Kun Wang, Meng-meng Lu, Chuan-Xun Li, Kang-He Xie

Publication date: 19 November 2018

Published in: Journal of Zhejiang University. Science A (Search for Journal in Brave)

zbMATH Keywords

consolidationpermeabilitystone columncomposite foundationdisturbance effectramp load

Mathematics Subject Classification ID

Composite and mixture properties (74E30) Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10)

Related Items (1)

Consolidation theory for a stone column composite foundation under multistage loading

Cites Work

• Equal strain consolidation for stone columns reinforced foundation
• Consolidation around stone columns. Influence of column deformation
• Analysis of soil consolidation by vertical drains with double porosity model

This page was built for publication: Consolidation solution for composite foundation considering a time- and depth-dependent stress increment along with three distribution patterns of soil permeability