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Numerical modeling of granular anchor pile system in loose sandy soil subjected to uplift loading

机译:砂土上拔载荷作用下颗粒锚桩体系的数值模拟。

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摘要

Introduction: The construction of structures in the coastal areas consisting of weak soils at shallow depths requires due attention to be given on safety and stability of surrounding structures which may be under question due to poor engineering properties of weak soils. So, proper attention must be required in designing the foundation of structures in such conditions. Soil in these areas has to be improved using an efficient and economical ground improvement technique.Ground improvement of loos cohesionless soils can be achieved by different methods such as excavation and replacement, compaction piles, compaction with explosives, vibro-flotation, well point system, dynamic compaction, grouting, etc. The selection of the most suitable method depends on different factors, including solid conditions, maximum depth of the compaction, required degree of the compaction, type of structures to be supported, etc.
机译:简介:在沿海地区由浅深度的薄弱土壤组成的结构的施工需要适当注意周围结构的安全性和稳定性,这可能由于薄弱的土壤的工程特性而受到质疑。因此,在这种情况下设计结构的基础时必须给予适当的注意。这些地区的土壤必须使用有效且经济的地面改良技术进行改良。通过开挖和更换,压实桩,爆炸物压实,振动浮选,井点系统,动态压实,灌浆等。最合适的方法选择取决于不同的因素,包括固体条件,最大压实深度,所需压实程度,要支撑的结构类型等。

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