Applicability of Deep Soil Mixing for Use in Embankments and Foundation Support

Mehrdad Tajabadi, M. Dehghani, S. Foroughi, A. Salajeghe
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Abstract

Problematic soils present a difficult challenge for geotechnical engineering due to the high settlement of the soil structure and the often associated high water table and moisture content. The Deep Soil Mixing (DSM) method, which is a soil stabilization technique, has been commonly applied to improve Different parameters of soil. The application covers on-land and in-water constructions ranging from strengthening the foundation ground of buildings, embankment supports, earth retaining structures, retrofit and renovation of urban infrastructures, liquefaction hazards mitigation, man-made island constructions and seepage control. In this paper important parameters that effect in performance of deep soil mixing (DSM) and different design steps of DSM is examined. In this regard embankment investigates when use of DSM with finite element method. the results shows by increase of diameter and height of columns safety factor and settlement decrease but this parameters effects Up to a certain amount Then it is negligible Effect.
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深土搅拌在路堤和基础支护中的适用性
由于土壤结构的高度沉降和通常相关的高地下水位和高含水率,问题土对岩土工程提出了一个困难的挑战。深层土壤搅拌法是一种常用的土壤稳定技术,用于改善土壤的不同参数。应用范围涵盖陆上和水中工程,包括加强建筑物地基、路堤支撑、挡土结构、城市基础设施的改造和改造、减轻液化危害、人工岛建设和防渗。本文对影响深层土搅拌性能的重要参数和不同设计步骤进行了研究。为此,用有限元法对路基进行了DSM的研究。结果表明,随着柱径和柱高的增加,安全系数和沉降均有所降低,但在一定程度上影响不大,可以忽略不计。
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