[PDF.17ob] Very Soft Organic Clay Applied for Road Embankment: Modelling and Optimisation Approach, UNESCO-IHE PhD, Delft, the Netherlands

Very Soft Organic Clay Applied for Road Embankment: Modelling and Optimisation Approach, UNESCO-IHE PhD, Delft, the Netherlands

[PDF.pr47] Very Soft Organic Clay Applied for Road Embankment: Modelling and Optimisation Approach, UNESCO-IHE PhD, Delft, the Netherlands

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 | #14377936 in Books |  2008-11-06 | Original language:English | PDF # 1 |  9.75 x6.75 x.50l,.75 | File type: PDF | 165 pages

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||About the Author|Cheevin Limsiri (1960) obtained his B.Eng. in Civil Engineering in 1982 at the Kasetsart University, Thailand and thereafter joined the Port Authority of Thailand. In 1987 he was awarded the Master of Engineering Degree in Civil Engineering

In this book strategies for using very soft organic clay as a fill material for road embankment constructions are compared, and an optimisation scheme is presented. Computer programs for simulation of evaporative drying, for simulation of consolidation, and for slope stability calculation were used to analyse clay behaviour. Field and laboratory testing programs for a trial embankment were set up in order to study the relations of parameters, to examine suitability and w...

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