A review of isotache modeling and secondary consolidation behavior of soft clays

Amal, Azad Sahib

dc.contributor.author	Amal, Azad Sahib
dc.date.accessioned	2022-03-22T09:59:24Z
dc.date.available	2022-03-22T09:59:24Z
dc.date.issued	2020
dc.identifier.citation	Amal Azad Sahib and R G Robinson 2020 IOP Conf. Ser.: Earth Environ. Sci. 491 012050	en_US
dc.identifier.uri	10.1088/1755-1315/491/1/012050
dc.identifier.uri	http://210.212.227.212:8080/xmlui/handle/123456789/127
dc.description.abstract	Secondary consolidation of soils has gained much importance as a major contributor in the long term settlements of soft clays. In the scenario where constructions on such problematic soils are increasing, accurate prediction of long term settlements is very challenging. This paper reviews the evolution of the secondary compression characteristics from the concept of Cα to the creep isotaches. The generation of the 3 D elastic viscoplastic model from the equivalent time (isotache) approach is also discussed in this paper. This model is an extension of Maxwell’s rheological model. With relevance to Indian soils, the secondary compression characteristics of Kuttanad and Cochin marine clay are also reported in this paper.	en_US
dc.language.iso	en	en_US
dc.publisher	IOP Publishing	en_US
dc.title	A review of isotache modeling and secondary consolidation behavior of soft clays	en_US
dc.type	Article	en_US