Physical modelling of pipe piles under oblique pullout loads using transparent soil and particle image velocimetry
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-015-2981-0.pdf
Reference19 articles.
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2. KRISHNA B, PATRA N R. Effect of compressive load on oblique pull-out capacity of model piles in sand [J]. Geotechnical and Geological Engineering, 2006, 24(3): 593–614.
3. PATRA N R, PISE P J. Model pile groups under oblique pullout loads — An investigation [J]. Geotechnical and Geological Engineering, 2006, 24(2): 265–282.
4. JOHNSON K, LEMCKE P, KARUNASENA W, SIVAKUGAN N. Modelling the load–deformation response of deep foundations under oblique loading [J]. Environmental Modelling & Software, 2006, 21(9): 1375–1380.
5. WHITE D J, BOLTON M D. Displacement and strain paths during plane-strain model pile installation in sand [J]. Geotechnique, 2004, 54(6): 375–397.
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