Experimental studies on the behavior of a single shaped pile under oblique pullout loads

Author:

Kong Gang-qiang,Liu Zhi-peng,Wang Le-hua,Liu Han-long,Yang Qing

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference53 articles.

1. Ayothiraman R, Reddy KM (2014) Model experiments on pile behaviour in loose-medium dense sand under combined uplift and lateral loads. GeotechSpecial Publ ASCE 242:633–643. https://doi.org/10.1061/9780784413449.061

2. Achmus M, Abdel-Rahman K, Thieken K (2009) Behavior of piles in sand subjected to inclined loads. In: Proceedings of the 1st international symposium on computational geomechanics (ComGeo 1), IC2E, Greece, pp 763–774.

3. Adams, J.I., and Radhakrishna, H.S. 1973. The lateral capacity of deep augured footings. Proceedings of the 8th International Conference on Soil Mechanics and Foundation Engineering, Vol. 2, Moscow, 6–11.

4. Bagriack B, Demir A, Laman M, Ok B, Sarici T (2013) An investigation of uplift behavior of vertical piles embedded in reinforced sand under inclined load. In: 2nd international balkans conference on challenges of civil engineering, BCCCE, Epoka University, Tirana, Albania

5. Bang S, Jones KD, Kim KO, Kim YS, Cho Y (2011) Inclined loading capacity of suction piles in sand. Ocean Eng 38(7):915–924. https://doi.org/10.1016/j.oceaneng.2010.10.019

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