Experiments of creep rate for over-consolidated clay under plain strain condition and a simple correlation-Reference-Cited by-同舟云学术

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Experiments of creep rate for over-consolidated clay under plain strain condition and a simple correlation

Published:2021-01-01 Issue:1 Volume:33 Page:88-97
ISSN:2766-9645
Container-title:All Earth
language:en
Short-container-title:All Earth

Author:

Hou Yuzhou¹,Zhou Yang²^ORCID,Zhao Boyi²,Li Guowei³

Affiliation:

1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, Jiangsu, China

2. Civil Engineering School, Henan University of Technology, Zhengzhou, Henan, China

3. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Highway and Railway Research Institute, Hohai University, Nanjing, Jiangsu, China

Funder

National Natural Science Foundation of China

Innovation Funds Plan of Henan University of Technology

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/27669645.2021.1958456

Reference34 articles.

1. Constitutive Equations for Normally Consolidated Clay Based on Elasto-Viscoplast

2. Failure analyses of a reinforced embankment by Strength Reduction and Limit Equilibrium Methods considering hardening of soft clay

3. Effect of Overconsolidation on K0in Centrifuge Models Using CPT and Tactile Pressure Sensor

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1. Preloading of four-legged jack-ups in clay: Geotechnical time effects and fulfilment of preloading criteria;Ocean Engineering;2023-06

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