Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Secondary Compression Index Equation for Soft Clays
Abstract The magnitude of secondary compression is expressed by the secondary compression index, $ C_{α} $ = Δe/Δlog t, in which e = void ratio and t = time. Analysis of test data pertaining to soils of widely varying plasticity characteristics and geological origin indicates that there is an excellent correlation between the initial porosity, no and secondary compression index. In this paper, a simple equation has been suggested between $ C_{α} $/$ n_{o} $ and $ C_{α} $ to obtain the secondary compression index of a soil, thereby it helps to eliminate the “time consuming laboratory tests” to find the $ C_{α} $.
Secondary Compression Index Equation for Soft Clays
Abstract The magnitude of secondary compression is expressed by the secondary compression index, $ C_{α} $ = Δe/Δlog t, in which e = void ratio and t = time. Analysis of test data pertaining to soils of widely varying plasticity characteristics and geological origin indicates that there is an excellent correlation between the initial porosity, no and secondary compression index. In this paper, a simple equation has been suggested between $ C_{α} $/$ n_{o} $ and $ C_{α} $ to obtain the secondary compression index of a soil, thereby it helps to eliminate the “time consuming laboratory tests” to find the $ C_{α} $.
Secondary Compression Index Equation for Soft Clays
Suneel, Matchala (Autor:in) / Konni, G. R. (Autor:in) / Chul, Im Jong (Autor:in) / Dung, Nguyen Tien (Autor:in)
2017
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
BKL:
57.00$jBergbau: Allgemeines
/
38.58
Geomechanik
/
57.00
Bergbau: Allgemeines
/
56.20
Ingenieurgeologie, Bodenmechanik
/
38.58$jGeomechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
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