Ground motion characteristics in transverse isotropic soil: A case study on Shanghai Yangshan Port-Reference-Cited by-同舟云学术

Ground motion characteristics in transverse isotropic soil: A case study on Shanghai Yangshan Port

Published:2024 Issue:52 Volume:10 Page:1946-1951
ISSN:2188-8027
Container-title:Japanese Geotechnical Society Special Publication
language:en
Short-container-title:JGS Special Publication

Author:

Huang Maosong¹,Xie Yuhong¹,Yu Jian¹,Wang Haoran²,Zhang Zhongjie²

Affiliation:

1. Tongji University

2. Shanghai General Institute of Urban Construction Design and Research

Publisher

The Japanese Geotechnical Society

Link

https://www.jstage.jst.go.jp/article/jgssp/10/52/10_v10.OS-41-02/_pdf

Reference17 articles.

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3. 3) Gu, X., Yang, J., Huang, M. (2013): Laboratory measurements of small strain properties of dry sands by bender element. Soils and Foundations, 53(5), 735-745.

4. 4) Gu, X. Q., Yang, J., Huang, M. S., Gao, G. Y. (2016): Bending element, resonant column and cyclic torsional shear tests for the determination of shear modulus of sand. Chinese Journal of Geotechnical Engineering, 38(4), 740-746.

5. 5) Huang Y., Chen Z. C., Zhou H. B. (2000): Dynamic calculation model of soft soil in Shanghai[J]. Journal of Tongji University (Natural Science Edition), (03): 359-363.