Assessment of Stone Column Technique as a Mitigation Method Against Liquefaction-Induced Lateral Spreading Effects on 2 × 2 Pile Groups-Reference-Cited by-同舟云学术

Assessment of Stone Column Technique as a Mitigation Method Against Liquefaction-Induced Lateral Spreading Effects on 2 × 2 Pile Groups

Published:2022 Issue: Volume: Page:1516-1523
ISSN:1573-6059
Container-title:Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022)
language:
Short-container-title:

Author:

Haeri S. Mohsen,Rajabigol Morteza,Zangeneh Milad,Moradi Mohammad

Publisher

Springer International Publishing

Link

https://link.springer.com/content/pdf/10.1007/978-3-031-11898-2_134

Reference11 articles.

1. Hamada, M., Yasuda, S., Isoyama, R., Emoto, K.: Study on Liquefaction Induced Permanent Ground Displacements. Association for the Development of Earthquake Prediction, Japan (1986)

2. Tokimatsu, K., Asaka, Y.: Effects of liquefaction-induced ground displacements on pile performance in the 1995 Hyogoken–Nambu earthquake. Spec. Issue Soils Found. 38, 163–177 (1988). https://doi.org/10.3208/sandf.38.Special_163

3. Seed, H.B., Booker, J.R.: Stabilization of potentially liquefiable sand deposits using gravel drains. J. Geotech. Geoenviron. Eng. 103(7), 757–768 (1977)

4. Elgamal, A., Lu, J., Forcellini, D.: Mitigation of liquefaction-induced lateral deformation in a sloping stratum: three-dimensional numerical simulation. J. Geotech. Geoenviron. Eng. 135(11), 1672–1682 (2009). https://doi.org/10.1061/(ASCE)GT.1943-5606.0000137

5. Kavand, A., Haeri, S.M., Raisianzadeh, J., Padash, H., Ghalandarzadeh, A.: Performance evaluation of stone columns as mitigation measure against lateral spreading in pile groups using shake table tests. In: International Conference on Ground Improvement and Ground Control (ICGI 2012), Paris, France (2012)

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Optimization-Based Fuzzy System Application on Deformation of Geogrid-Reinforced Soil Structures;International Journal of Computational Intelligence Systems;2024-06-24

2. Different Aspects of the Effects of Liquefaction-Induced Lateral Spreading on Piles, Physical Modelling;Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022);2022