Consolidation solution for composite foundation considering a time- and depth-dependent stress increment along with three distribution patterns of soil permeability
type: Item
instance of: scholarly article
title: Consolidation solution for composite foundation considering a time- and depth-dependent stress increment along with three distribution patterns of soil permeability
zbMATH Open document ID: 1400.74076
author: Mengmeng Lu
author: Kun Wang
author: Kanghe Xie
author: Chuan-Xun Li
published in: Journal of Zhejiang University. Science A
publication date: 2018-11-19T00:00:00Z
Mathematics Subject Classification ID: 74L10
Mathematics Subject Classification ID: 76S05
Mathematics Subject Classification ID: 74E30
zbMATH DE Number: 6980917
zbMATH Keywords: consolidation
zbMATH Keywords: composite foundation
zbMATH Keywords: stone column
zbMATH Keywords: permeability
zbMATH Keywords: ramp load
zbMATH Keywords: disturbance effect
MaRDI profile type: Publication
cites work: Consolidation around stone columns. Influence of column deformation
cites work: Analysis of soil consolidation by vertical drains with double porosity model
cites work: Equal strain consolidation for stone columns reinforced foundation
DOI: 10.1631/JZUS.A0900661
description: scientific article; zbMATH DE number 6980917