Characterization of collapsible soils due to saturation (Dept. C (structural) )

A. El-Masry, A. Ibrahem, M. El-Miligy, M. Ashour
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Abstract

This study is concerned with Collapsible soils which have significant volume decrease suddenly due to an increase in soil moisture content, with or without an increase in the in-situ stress level. Since the collapsible soils contain low levels of moisture content when they are formed naturally, they are considered to be such a problematic type of unsaturated soils. Reliable simple correlations between basic soil properties would be valuable because of the cost and difficulty of performing collapse tests either in the laboratory or in-situ. This study focuses on silty sand and sandy silt types of the collapsible soils. In order to fulfill the study objectives, a large database was developed from different researches works. The database contains information regarding basic soil properties of laboratory and field samples.
饱和湿陷性土壤的特性(C部(结构))
本文研究的是在地应力水平增加或不增加的情况下,由于土壤含水量增加而导致体积突然显著减小的湿陷性土。由于湿陷性土壤在自然形成时含水量较低,因此被认为是一类有问题的非饱和土壤。由于在实验室或现场进行倒塌试验的成本和困难,土壤基本性质之间可靠的简单相关性将是有价值的。本文主要研究了湿陷性土壤的粉质砂和砂质粉砂类型。为了实现研究目标,从不同的研究工作中开发了一个大型数据库。该数据库包含有关实验室和现场样品的基本土壤特性的信息。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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