Vertically Dynamic Response of an End-Bearing Pile Embedded in a Frozen Saturated Porous Medium under Impact Loading
Author:
Affiliation:
1. Department of Civil Engineering, Zhejiang Ocean University, Zhoushan 316022, China
2. Ministry of Education Key Laboratory of Geotechnical and Underground Engineering, Tongji University, Shanghai 200092, China
Abstract
Funder
National Natural Science Foundation of China
Publisher
Hindawi Limited
Subject
Mechanical Engineering,Mechanics of Materials,Geotechnical Engineering and Engineering Geology,Condensed Matter Physics,Civil and Structural Engineering
Link
http://downloads.hindawi.com/journals/sv/2019/8983128.pdf
Reference42 articles.
1. A micromechanics model for partial freezing in porous media
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3. Theoretical frame of the saturated freezing soil
4. A fully coupled thermo-hydro-mechanical nonlinear model for a frozen medium
5. A phase field model for the freezing saturated porous medium
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