An Experimental Study on the Lateral Behavior of Piles in Unsaturated Sand Under Monotonic, Cyclic and Post Cyclic Loading
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10706-023-02723-y.pdf
Reference61 articles.
1. Abadie C (2015) Cyclic lateral loading of monopile foundations in cohesionless soils. Doctoral dissertation, Oxford University Press, Oxford, UK
2. Al-Khazaali M, Vanapalli SK (2019) Experimental investigation of single model pile and pile group behavior in saturated and unsaturated sand. J Geotech Geoenviron Eng 145(12):04019112. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002176
3. Alonso EE, Gens A, Josa A (1990) A constitutive model for partially saturated soils. Géotechnique 40(3):405–430. https://doi.org/10.1680/geot.1990.40.3.405
4. Api R (2000) Recommended practice for planning, designing and constructing fixed offshore platforms-working stress design. API RP A 2
5. Arshad M, O’Kelly BC (2014) Development of a rig to study model pile behaviour under repeating lateral loads. Int J Phys Model Geotech 14(3):54–66. https://doi.org/10.1680/ijpmg.13.00015
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