Performance of Rectangular Footing on Loose Sand Reinforced with Micropiles
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40098-023-00725-4.pdf
Reference20 articles.
1. IS 6403 (1981) Code of practice for determination of breaking capacity. (First Revision) Sixth reprint, February 1998
2. Fragaszy BRJ, Lawton E (1984) Bearing capacity of reinforced sand subgrades. J Geotech Eng 110(10):1500–1507. https://doi.org/10.1061/(ASCE)0733-9410(1984)110:10(1500)
3. Verma BBP, Char ANR (1986) Bearing capacity tests on reinforced sand subgrades. J Geotech Eng 112(7):701–706. https://doi.org/10.1061/(ASCE)0733-9410(1986)112:7(701)
4. Bhattacharjee A, Mittal S, Krishna AM (2011) Bearing capacity improvement of square footing by micropiles. Int J Geotech Eng 5(1):113–118. https://doi.org/10.3328/IJGE.2011.05.01.113-118
5. Mahmoud MA, Abdrabb FM (1989) Bearing capacity tests on strip footing resting on reinforced sand subgrades. Can Geotech J 26(1):154–159. https://doi.org/10.1139/t89-015
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