Peat Consolidation – New Approach
The problem of consolidation of soil has been widely investigated. The basic approach was given by Terzaghi who assumed soil of constant physical and mechanical parameters. In the case of peat consolidation, the permeability coefficient of soil and the elasticity modulus are functions of the settlem...
Main Authors: | Meyer Z., Coufal R., Kowalów M., Szczygielski T. |
---|---|
Format: | Article |
Language: | English |
Published: |
Sciendo
2011-06-01
|
Series: | Archives of Civil Engineering |
Subjects: | |
Online Access: | http://www.degruyter.com/view/j/ace.2011.57.issue-2/v.10169-011-0013-5/v.10169-011-0013-5.xml?format=INT |
Similar Items
-
Modelling of a vacuum consolidation project in Vietnam
by: Nguyen Trong Nghia
Published: (2019-05-01) -
A study of consolidation of cohesive soils
by: Hoppe, Steve P.
Published: (2011) -
Probabilistic approach to the consolidation of varved clay /
by: Chang, Nien-Yin
Published: (1976) -
The influence of mineralogical composition of soil on the consolidation coefficient value
by: Karina Zabłocka, et al.
Published: (2020-11-01) -
Consolidated-drained shear-strength of unsaturated soil
by: Lacoul, Sriranjan.
Published: (1986)