Experimental investigations on reliquefication resistance of saturated ground reinforced with ordinary and encased stone columns
Author:
Affiliation:
1. CSIR-Central Building Research Institute
2. Academy of Scientific and Innovative Research
3. CBRI-Ghaziabad center, Ghaziabad
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/51/10_v10.OS-40-02/_pdf
Reference10 articles.
1. 1) Iai, S. (1989): Similitude for Shaking Table Tests on Soil-Structure-Fluid Model in 1g Gravitational Field. Soils and Foundations,29(1),105–118.
2. 2) IS 15284-1: Design and construction for ground improvement - Guidelines, Part 1: Stone columns.
3. 3) McCabe, B. A., Nimmons, G. J., & Egan, D. (2009): A review of field performance of stone columns in soft soils. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 162(6), 323–334.
4. 4) Mukunoki, T., Kasama, K., Murakami, S., Ikemi, H., Ishikura, R., Fujikawa, T., Yasufuku, N., & Kitazono, Y. (2016): Reconnaissance report on geotechnical damage caused by an earthquake with JMA seismic intensity 7 twice in 28h, Kumamoto, Japan. Soils and Foundations, 56(6), 947–964.
5. 5) Ni, X., Zhang, Z., Ye, B., & Zhang, S. (2022): Influence of anisotropy on liquefaction/reliquefaction resistance of granular materials and its quantitative evaluation. Soil Dynamics and Earthquake Engineering, 161, 107415.
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