Estudo da fadiga de duas misturas de solo-cimento
type: CreativeWork
description: This research work deals with repeated-load for flexural test and indirect tensile test, for two differents tipes of soil-cement: lateritic soil-cement mixture and saprolitic soil-cement mixture. Fatigue curves, in terms of stress, strain and stress level, were developed for the two stabilized materials, of each repeated load-test. A comparision was made, of the effects in resistence and fatigue’s life, between flexural test and indirect tensile test, and between lateritic soil-cement mixture and saprolitic soil-cement mixture. The results of this investigation were applied to a computational simulation, to represent the structural behaviour of a paviment with a soil-cement base. Finally, comments and suggestions are made to improve the knowledge of soil-cement mixtures made with saprolitic or lateric soil.
abstract: This research work deals with repeated-load for flexural test and indirect tensile test, for two differents tipes of soil-cement: lateritic soil-cement mixture and saprolitic soil-cement mixture. Fatigue curves, in terms of stress, strain and stress level, were developed for the two stabilized materials, of each repeated load-test. A comparision was made, of the effects in resistence and fatigue’s life, between flexural test and indirect tensile test, and between lateritic soil-cement mixture and saprolitic soil-cement mixture. The results of this investigation were applied to a computational simulation, to represent the structural behaviour of a paviment with a soil-cement base. Finally, comments and suggestions are made to improve the knowledge of soil-cement mixtures made with saprolitic or lateric soil.
author: Concha, Luis Marcial Collarte
language: por
keywords: Engenharia Civil
date published: 1986-12
date modified: 2026-07-24T01:16:07Z
provider: Brazil UERJ
publisher: Networked Digital Library of Theses and Dissertations
type: WebPage
source organization: Universidade Federal do Rio de Janeiro

PropertyValue
property ID: Handle
value: http://hdl.handle.net/11422/3678