Shaking Table Tests on Seismic Responses of Silica Sand Foundation Reinforced by Vibroflotation-Reference-Cited by-同舟云学术

Shaking Table Tests on Seismic Responses of Silica Sand Foundation Reinforced by Vibroflotation

Published:2024-07 Issue:7 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhao Jinqiao¹,Ou Qiang²^ORCID,Liu Xuecheng³,Zheng Changjie⁴,Ding Xuanming⁵

Affiliation:

1. Ph.D. Student, College of Civil Engineering, Chongqing Univ., Chongqing 400045, China; Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing Univ., Chongqing 400045, China.

2. Assistant Research Fellow, College of Civil Engineering, Chongqing Univ., Chongqing 400045, China; Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing Univ., Chongqing 400045, China (corresponding author). ORCID: .

3. Graduate Student, College of Civil Engineering, Chongqing Univ., Chongqing 400045, China; Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing Univ., Chongqing 400045, China.

4. Professor, Fujian Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering, College of Civil Engineering, Fujian University of Technology, Fuzhou 350118, China.

5. Professor, College of Civil Engineering, Chongqing Univ., Chongqing 400045, China; Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing Univ., Chongqing 400045, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9408

Reference34 articles.

1. Comparison of vibrocompaction methods by numerical simulations

2. Case study of lateral spreading forces on a piled foundation

3. Generalized densification law for dry sand subjected to dynamic loading

4. Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey

5. Seismic response of irregular underground structures under adverse soil conditions using shaking table tests