深地基与土壤改良之间的细线抽象

S. Varaksin, B. Hamidi, J. Racinais
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引用次数: 0

摘要

在承载力较差的土壤中,深基础一直是支撑重荷载的历史和传统解决方案;然而,在过去的几十年里,通过提高地面力学性能,从而提高承载能力,减少总沉降、差沉降和蠕变沉降,地面改善已经成功地提供了具有竞争力和经济的技术基础解决方案。最近的地基改善技术,如控制模量柱(CMC),是基于将胶凝柱状包裹体引入软土地基的概念,经常与原位打桩方法相混淆。本文将讨论CMC的概念,它的设计理念,它的行为方式,并提出一个案例研究来展示它的应用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
THE THIN LINE BETWEEN DEEP FOUNDATIONS AND SOIL IMPROVEMENT ABSTRACT
Deep foundations have been the historical and conventional solution to support heavy loads in poor capacity soils; however during the past decades ground improvement has successfully been able to provide competitive and economical technical foundation solutions by increasing the ground mechanical properties, and thereby increasing bearing capacity, and reducing total, differential, and creep settlements. More recent ground improvement techniques, such as Controlled Modulus Columns (CMC), that are based on the concept of introducing cementitious columnar inclusions into soft grounds are often confused with in-situ piling methods. This paper will discuss the concept of CMC, its design philosophy, the way it behaves and a case study will be presented to demonstrate its application.
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