Dynamic Shear Modulus and Damping Ratio of Compacted Silty Clay Subjected to Freeze

Dynamic Shear Modulus and Damping Ratio of Compacted Silty Clay Subjected to Freeze–Thaw Cycles

Published:2019-10 Issue:10 Volume:31 Page:04019244
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Jing Ruxin¹^ORCID,Zhang Feng²,Feng Decheng³,Liu Xueyan⁴,Scarpas Athanasios⁵

Affiliation:

1. Postdoctoral Research Fellow, Faculty of Civil Engineering and Geoscience, Delft Univ. of Technology, 2628 CN Delft, Netherlands (corresponding author). ORCID: .

2. Associate Professor, School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China.

3. Full Professor, School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China.

4. Assistant Professor, Faculty of Civil Engineering and Geoscience, Delft Univ. of Technology, 2628 CN Delft, Netherlands.

5. Full Professor, Dept. of Civil Infrastructure and Environmental Engineering, Khalifa Univ., 127788 Abu Dhabi, United Arab Emirates; Professor, Faculty of Civil Engineering and Geoscience, Delft Univ. of Technology, 2628 CN Delft, Netherlands.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0002893

Reference28 articles.

1. Modelling damping ratio and shear modulus of sand–mica mixtures using neural networks

2. Undrained dynamical behavior of Nanjing flake-shaped fine sand under cyclic loading

3. Mechanical properties of a silty clay subjected to freezing–thawing

4. Comparison of dynamic characteristics of the silty clay before and after freezing and thawing under the subway vibration loading

5. Larger Q10 of carbon decomposition in finer soil particles does not bring long-lasting dependence of Q10 on soil texture

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