Uplift response of symmetrical anchor plates in reinforced cohesionless soil

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...

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書誌詳細
主要な著者: Niroumand, Hamed, Kassim, Khairul Anuar
フォーマット: 論文
出版事項: Springer 2014
主題:
オンライン・アクセス:http://eprints.utm.my/id/eprint/63177/
http://dx.doi.org/10.1007/s12517-013-1071-6
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