Laboratory Validation of Ultra-Soft Soil Deformation Model View Full Text


Ontology type: schema:ScholarlyArticle     


Article Info

DATE

2011-01

AUTHORS

Myint Win Bo, Victor Choa, Kai Sin Wong, Arul Arulrajah

ABSTRACT

Ultra-soft soil with high moisture content will experience large strain deformation under one-dimensional compression with little or no gain in effective stress. Such deformation behaviour does not comply with Terzaghi’s effective stress gain theory. The e-log relationship of ultra-soft soil is non-linear with large compression index in the first order of log cycle. This paper proposes three compression indices (, and ) for stresses covering three log cycles. Good prediction of settlement magnitude is possible with these newly proposed compression parameters for ultra-soft soil. In addition, implicit finite difference model applying the large strain theory is also proposed and validated with results from laboratory measurements. The time factor curves for ultra-soft soil with large strain compression are also proposed and validated. More... »

PAGES

65-74

Identifiers

URI

http://scigraph.springernature.com/pub.10.1007/s10706-010-9351-3

DOI

http://dx.doi.org/10.1007/s10706-010-9351-3

DIMENSIONS

https://app.dimensions.ai/details/publication/pub.1051047920


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