Analysis of Retrofitting Technique of Deficient Foundation by Underpinning by Micropiling: A Critical Review

Saswati Sahoo, S. Satapathy
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Abstract

Foundation is an important structural member of a building as it transfers all the structural loads to the ground safely and uniformly so that no stress concentration will occur anywhere in the building. So the foundation of the structure should be designed properly as per the codal provision and maintained according to the structural modification. But when the structural modification occurs in the form of extension of the building horizontally or vertically it becomes necessary to modify the foundation due to the additional load. But some people don’t consider the foundation as a structural element and hence they don’t modify the foundation according to the modified structural requirement. It results in the deficiency of foundation in the terms of reduction of bearing capacity and settlement of foundation. For these deficient foundations retrofitting is needed so that the deficiency can be minimized. In this work the case of vertical storey extension has been taken and deficiency of foundation has been calculated. A retrofitting technique has been discussed which can be applied for the deficient foundation i.e Underpinning by Micropiling. This technique has been applied on the foundation and hence retrofit effectiveness of the technique has been assessed.
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微桩支护加固缺陷地基技术分析
基础是建筑物的重要结构构件,它安全、均匀地将所有结构荷载传递给地面,使建筑物的任何地方都不会发生应力集中。因此,应按规范规定对结构基础进行合理设计,并根据结构改造进行维护。但是,当结构改造以建筑水平或垂直延伸的形式发生时,由于额外的荷载,就有必要对基础进行改造。但有些人不把基础看作结构单元,不按照修改后的结构要求对基础进行改造。这导致地基在承载力降低和地基沉降方面存在不足。对于这些有缺陷的地基,需要进行改造,以尽量减少缺陷。本文选取了竖向扩层的情况,对基础的不足进行了计算。讨论了一种适用于缺陷地基的改造技术,即微桩支护。该技术已在地基上应用,因此对该技术的改造效果进行了评估。
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