Evaluation and Mitigation of Ground Loss and Shear Failure in Silty Sand Due to Static Liquefaction Potential with Geotextile Filtration-Reference-Cited by-同舟云学术

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Evaluation and Mitigation of Ground Loss and Shear Failure in Silty Sand Due to Static Liquefaction Potential with Geotextile Filtration

Published:2023-11-03 Issue:6 Volume:9 Page:
ISSN:2199-9260
Container-title:International Journal of Geosynthetics and Ground Engineering
language:en
Short-container-title:Int. J. of Geosynth. and Ground Eng.

Author:

Indhanu Thitinan,Srisakul Watchara,Chompoorat Thanakorn,Chub-uppakarn Tanan

Funder

Fundamental Fund

Thailand Science Research and Innovation Fund

Publisher

Springer Science and Business Media LLC

Subject

Polymers and Plastics,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40891-023-00496-1.pdf

Reference45 articles.

1. Sridith K (2002) The remnant of vegetation on a coastal sandbar in Songkhla province, Peninsular Thailand. Thai For Bull (Bot) 30:49–58

2. Padmanabhan G, Sasikala G, Ravisankar A (2018) Efficacy of engineered backfilling in limiting settlements during future deep excavations. Int J Geosynth Ground Eng 4(4):31. https://doi.org/10.1007/s40891-018-0149-3

3. Cao Y, Zhou X, Yan K (2021) Deep learning neural network model for tunnel ground surface settlement prediction based on sensor data. Math Probl Eng 2021:9488892. https://doi.org/10.1155/2021/9488892

4. Chompoorat T, Likitlersuang S (2016) Assessment of shrinkage characteristic in blended cement and fly ash admixed soft clay. Jpn Geotech Soc Spec Publ 2(6):311–316. https://doi.org/10.3208/jgssp.THA-01

5. Geng M, Dou Y (2012) Analysis of the influence factors of differential settlement of high embankment in mountain area. Open J Civ Eng 2(4):25239. https://doi.org/10.4236/ojce.2012.24028

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1. Cumulative Liquefaction Susceptibility Index to Estimate Integrated Liquefaction at Bengkulu City, Indonesia;Transportation Infrastructure Geotechnology;2024-06-12

2. Site Characteristics of Musi Fault Zone in Kepahiang Urban Area, Bengkulu Province, Indonesia;Transportation Infrastructure Geotechnology;2024-03-05

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