Uplift response of symmetrical anchor plates in reinforced cohesionless soil

• المؤلفون الرئيسيون: Niroumand, Hamed, Kassim, Khairul Anuar
• التنسيق: مقال
• منشور في: Springer 2014
• الموضوعات: TA Engineering (General). Civil engineering (General)
• الوصول للمادة أونلاين: http://eprints.utm.my/id/eprint/63177/; http://dx.doi.org/10.1007/s12517-013-1071-6

The uplift response of symmetrical anchor plates with and without geogrid reinforcement layers has been evaluated in model tests and numerical simulations using PLAXIS. Many parameters of the reinforcement layers were used to reinforce the sandy soil over circular, square, and rectangular symmetrica...