Consolidation theory for a stone column composite foundation under multistage loading

DOI10.1155/2016/7652382zbMath1400.74056OpenAlexW2401008941WikidataQ59141199 ScholiaQ59141199MaRDI QIDQ1793551

Yingtao Feng, Shenggen Huang, Hao Liu, Guoxiong Mei, Wen-bing Wu

Publication date: 12 October 2018

Published in: Mathematical Problems in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1155/2016/7652382

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Soil and rock mechanics (74L10)

Cites Work

• Consolidation solution for composite foundation considering a time- and depth-dependent stress increment along with three distribution patterns of soil permeability
• Consolidation of multilayered half space with anisotropic permeability and compressible constituents
• Consolidation around stone columns. Influence of column deformation

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