Centrifuge Investigation of Groundwater-Induced Footing Settlement in Sand Considering Rising and Falling GWL Phases-Reference-Cited by-同舟云学术

Centrifuge Investigation of Groundwater-Induced Footing Settlement in Sand Considering Rising and Falling GWL Phases

Published:2022-11 Issue:11 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kim Incheol¹,Kim Garam²,Lee Junhwan³^ORCID

Affiliation:

1. Research Associate, School of Civil and Environmental Engineering, Yonsei Univ., Yonseiro 50, Seodeamun-gu, Seoul 120-749, Korea.

2. Senior Researcher, Renewable Energy Solution Group, Korea Electric Power Research Institute, Hyeoksinsandan 1-gil 11, Naju-si, Jeollanam-do 58277, Korea.

3. Professor, School of Civil and Environmental Engineering, Yonsei Univ., Yonseiro 50, Seodeamun-gu, Seoul 120-749, Korea (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002920

Reference39 articles.

1. AASHTO. 1988. Manual on subsurface investigations. Washington, DC: AASHTO.

2. Agarwal K. G. and M. K. Rana. 1987. “Effect of ground water on settlement of footing in sand.” In Vol. 2 of Proc. 9th European Conf. on Soil Mechanics and Foundation Engineering 751–754. Boca Raton FL: CRC Press.

3. Al-Anbaki U. D. König and T. Schanz. 2014. “Drainage behavior of a cover system consisting of granular soil over nonwoven geotextile layer under unsaturated conditions.” In Proc. 10th Int. Conf. on Geosynthetics Berlin. Berlin Germany: German Geotechnical Society.

4. A constitutive model for partially saturated soils

5. Influence of groundwater on the bearing capacity of shallow foundations