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由于地基土质的复杂性,地基处理是门古老而又很不成系统的工程技术,还在不断的研发完善中。针对软土地基中建造工业、民用建筑和道路,严平副教授开发了一种全新地基处理方法—大厚度格构式水泥垫层墙结合竖向长短增强体的地基处理方法。本文将对该发明专利进行一个简短的介绍,并用Plaxis 3D有限元软件对该发明专利及其他两种常用地基处理方法进行三维数值分析,计算表明该发明专利能很好的控制地基沉降及不均匀沉降。
Due to the complexity of foundation soil, foundation treatment is an ancient and very fragmented engineering technique, which is still under continuous research and development. In response to the construction of industrial, civil and road construction in soft ground, Professor Yanping developed a new ground-based treatment method - the foundation treatment of large-thickness lattice-type cement cushion walls combined with vertical and horizontal reinforcement. This article will give a brief introduction of this invention patent, and use Plaxis 3D finite element software to carry out three-dimensional numerical analysis of the invention patent and other two commonly used foundation treatment methods. The calculation shows that the invention patent can well control the foundation settlement and uneven settlement.