Dynamic shear modulus and damping ratio of marine silt improved with wasted steel slag-Reference-Cited by-同舟云学术

Dynamic shear modulus and damping ratio of marine silt improved with wasted steel slag

Published:2023-04-10 Issue: Volume: Page:1-10
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Wang Liyan¹²,Zhang Bin³,Xiao Xing⁴,Liu Tao⁵,Ishimwe Aimable⁵,Wang Binghui⁵,Zhang Lei⁵

Affiliation:

1. School of Civil Engineering and Architecture, Jiangsu University of Science and Technology, Zhenjiang, Jiangsu Province, China

2. Jiangsu Province Engineering Research Center of Geoenvironmental Disaster Prevention and Remediation, Zhenjiang, China

3. Jiangsu Surveying and Design Institute of Water Resources Co., Ltd., Yangzhou, Jiangsu Province, China

4. Institute of Geotechnical Engineering, Nanjing Tech University, Nanjing, Jiangsu Province, China

5. School of Civil and Architectural Engineering, Jiangsu University of Science and Technology, Zhenjiang, Jiangsu Province, China

Funder

Natural Science Foundation of Jiangsu Province

Key R & D plan of Zhenjiang - social development project

National Natural Science Foundation of China

Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2023.2190317

Reference32 articles.

1. Soil Modification by the Application of Steel Slag

2. ASTM D2487. 2017. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). West Conshohocken, PA: ASTM International.

3. Chen, G. X., E. Q. Zhou, and T. Sun. 2012. The Dynamic Shear Modulus and the Damping Ratio of Deep-Seabed Marine Silty Clay. Presented at the 15th World Conference on Earthquake Engineering, Lisbon. http://www.iitk.ac.in/nicee/wcee/article/WCEE2012_2635.pdf.

4. Shear Modulus and Damping Ratio of Sand–Gravel Mixtures Over a Wide Strain Range