土壤抗剪强度教学的艰巨任务

IF 1.1 Q4 ENGINEERING, GEOLOGICAL
Alberto Ledesma
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引用次数: 0

摘要

剪切强度是土力学中的一个经典课题,一般来说,人们很少关注用于预测剪切强度值的理论背后的不一致之处。事实上,关于这个问题的讨论相当有限,因为岩土工程界认为这是一个既定的概念。本说明旨在强调在本科土壤力学课程中讲授这一概念时出现的困难。这些困难与土壤的排水/不排水行为有关,也与内聚力是一个棘手的参数这一事实有关,内聚力的物理意义具有误导性,不仅取决于颗粒之间接触的特性,也取决于外部条件(即饱和或不饱和)。所有这些方面在许多教科书中都没有详细分析,但在现代土壤力学课程中应该加以考虑。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The difficult task of teaching shear strength of soils
Shear strength is a classical topic in Soil Mechanics and generally there is little concern about the inconsistencies behind the theories used to predict its value. In fact the debate on this issue is rather limited as the geotechnical community considers this a well-established concept. This note intends to highlight the difficulties that arise when teaching that concept in an undergraduate Soil Mechanics course. Those difficulties are related to the drained/ undrained behavior of soils, but also to the fact that cohesion is a tricky parameter, with a misleading physical meaning, depending not only on the properties of the contacts between particles, but also on external conditions (i.e., saturation or unsaturation). All these aspects are not analyzed in detail in many textbooks, but they should be considered in a modern Soil Mechanics course.
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来源期刊
Soils and Rocks
Soils and Rocks ENGINEERING, GEOLOGICAL-
CiteScore
1.00
自引率
20.00%
发文量
49
期刊介绍: Soils and Rocks publishes papers in English in the broad fields of Geotechnical Engineering, Engineering Geology and Environmental Engineering. The Journal is published in April, August and December. The journal, with the name "Solos e Rochas", was first published in 1978 by the Graduate School of Engineering-Federal University of Rio de Janeiro (COPPE-UFRJ).
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