Consolidation of soil under depth-dependent ramp load

Guofu Zhu; Jianhua Yin

doi:10.1139/t97-092

Consolidation of soil under depth-dependent ramp load

Guofu Zhu, Jianhua Yin

Research output: Journal article publication › Journal article › Academic research › peer-review

49 Citations (Scopus)

Abstract

This technical note presents a mathematical solution for the consolidation analysis of a soil layer with a change in vertical total stress that varies linearly with depth and time and then remains unchanged after a certain period of time. The solution is described in detail. Results are presented as figures and tables for practical applications.

Original language	English
Pages (from-to)	344-350
Number of pages	7
Journal	Canadian Geotechnical Journal
Volume	35
Issue number	2
DOIs	https://doi.org/10.1139/t97-092
Publication status	Published - 1 Jan 1998

Keywords

Average degree of consolidation
Clay
Consolidation
Pore-water pressure
Soil
Total stress

ASJC Scopus subject areas

Geotechnical Engineering and Engineering Geology

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10.1139/t97-092

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Consolidation of soil under depth-dependent ramp load

Abstract

Keywords

ASJC Scopus subject areas

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