Model tests on uplift capacity of double-belled pile influenced by distance between bells
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-022-5018-5.pdf
Reference34 articles.
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2. DAS B M, SEELEY G R. Uplift capacity of buried model piles in sand [J]. Journal of the Geotechnical Engineering Division, 1975, 101(10): 1091–1094. DOI: https://doi.org/10.1061/ajgeb6.0000208.
3. CHATTOPADHYAY B, PISE P J. Discussion of test of model tension piles [J]. Journal of Geotechnical Engineering, 1987, 113(2): 177–178. DOI: https://doi.org/10.1061/(asce)0733-9410(1987)113:2(177).
4. CHATTOPADHYAY B C, PISE P J. Uplift capacity of piles in sand [J]. Journal of Geotechnical Engineering, 1986, 112(9): 888–904. DOI: https://doi.org/10.1061/(asce)0733-9410(1986)112:9(888).
5. DICKIN E A. Uplift behavior of horizontal anchor plates in sand [J]. Journal of Geotechnical Engineering, 1988, 114(11): 1300–1317. DOI: https://doi.org/10.1061/(asce)0733-9410(1988)114:11(1300).
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