结构面挡土墙试验研究

R. Timchenko, D. Krishko, V. Savenko
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引用次数: 0

摘要

挡土墙是最普遍的工程结构类型之一。对各种浸渍土的特性研究表明,浸渍土的承载力和柔度与其含水率密切相关。为了获得模型结构和地基的位移和沉积物信息,使用了小时型指标。研究表明,在相同地基基础、荷载和边界条件下,对于具有结构面的挡土墙,整个土体存在包裹体。结构的均匀性和地基基础的一般变形,反过来又为挡土墙提供了结构表面更大的稳定性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental research of retaining walls with structural surface
The retaining walls are one of the most widespread types of engineering structures. Behaviour numerous studies of various soils with soaking have showed that their bearing capacity and compliance are closely related to their moisture content degree. To obtain information on the displacements and sediments of model structures and grounds, the hour-type indicators are used. The carried out researches have shown that with the same ground base, loading and boundary conditions, evident for a retaining wall with a structural surface, there is an inclusion in entire soil massif work. The uniformity of the structures and the ground base general deformations, in turn, provides retaining wall with a structural surface greater stability.
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