Reply to the discussion by Mesri and Wang on “Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading”

Status	已發表Published
	Reply to the discussion by Mesri and Wang on “Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading”
	Hu, Y.Y.; Zhou, W. H.; Cai, Y.Q.
	2015
Source Publication	Canadian Geotechnical Journal
ISSN	0008-3674
Pages	127-128
Abstract	The design of preloading involves loading schedule design and prediction of post-construction settlement. As the in situ measurement data are usually unavailable during the loading schedule design, it is difficult to estimate the preloading effects before construction. In this Reply, we first discuss the satisfied conditions of eq. (D4) in the Discussion (Mesri and Wang 2015) based on Bjerrum’s creep diagram (Bjerrum 1967) and Yin–Graham’s model (Yin and Graham 1989). Then the research objective and significance of the paper under discussion (Hu et al. 2014) are addressed.
Keyword	Large strain EVP model Consolidation
URL	View the original
Language	英語English
The Source to Article	PB_Publication
PUB ID	13649
Document Type	Journal article
Collection	University of Macau
Corresponding Author	Zhou, W. H.
Recommended Citation GB/T 7714	Hu, Y.Y.,Zhou, W. H.,Cai, Y.Q.. Reply to the discussion by Mesri and Wang on “Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading”[J]. Canadian Geotechnical Journal, 2015, 127-128.
APA	Hu, Y.Y.., Zhou, W. H.., & Cai, Y.Q. (2015). Reply to the discussion by Mesri and Wang on “Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading”. Canadian Geotechnical Journal, 127-128.
MLA	Hu, Y.Y.,et al."Reply to the discussion by Mesri and Wang on “Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading”".Canadian Geotechnical Journal (2015):127-128.

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