Long-term resilient behaviour of thawed saturated silty clay under repeated cyclic loading: experimental evidence and evolution model-Reference-Cited by-同舟云学术

Long-term resilient behaviour of thawed saturated silty clay under repeated cyclic loading: experimental evidence and evolution model

Published:2017-11-29 Issue:3 Volume:20 Page:608-622
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Lin Bo¹,Zhang Feng¹,Feng Decheng¹

Affiliation:

1. School of Transportation Science and Engineering, Harbin Institute of Technology, No.73, Huanghe Road, Nangang District, Harbin, Heilongjiang, People’s Republic of China

Funder

National Natural Science Foundation of China

Natural Science Foundation of Heilongjiang Province

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2017.1407819

Reference42 articles.

1. Resilient Modulus for Unsaturated Unbound Materials

2. Resilient behaviour of unbound granular materials through repeated load triaxial test: influence of the conditioning stress

3. Influences of stress magnitude and loading frequency on cyclic behavior of K0-consolidated marine clay involving principal stress rotation

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