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Román, B., (2018). Flow Failure of Saturated Bauxite undr Undrained Monotonic Loading [Tesis, University of Tokyo]. http://renati.sunedu.gob.pe/handle/sunedu/1010145
Román, B., Flow Failure of Saturated Bauxite undr Undrained Monotonic Loading [Tesis]. JP: University of Tokyo; 2018. http://renati.sunedu.gob.pe/handle/sunedu/1010145
@mastersthesis{renati/1635,
title = "Flow Failure of Saturated Bauxite undr Undrained Monotonic Loading",
author = "Román Cabrera, Brahian Hugo",
publisher = "University of Tokyo",
year = "2018"
}
Title: Flow Failure of Saturated Bauxite undr Undrained Monotonic Loading
Other Titles: Falla por flujo de bauxita saturada sometidas a cargas monotónicas no drenadas
Authors(s): Román Cabrera, Brahian Hugo
Advisor(s): Koseki, Junichi
Keywords: Fallas (Geología); Licuación de suelos; Bauxita
OCDE field: http://purl.org/pe-repo/ocde/ford#2.01.01
Issue Date: Jul-2018
Institution: University of Tokyo
Abstract: Identifica la susceptibilidad a falla por flujo de licuación en pilas de bauxita transportadas de manera marítima. La falla por flujo es un fenómeno con consecuencias catastróficas del fenómeno de licuación de suelos que ocurre también en materiales mineros. Este trabajo de maestría busca determinar el grado de susceptibilidad del ore de bauxita a falla por flojo durante el transporte marítimo debido a cargas cíclicas utilizando ensayos triaxiales no drenados y la teoría del estado crítico.
The main objective of this thesis is to study the undrained monotonic behavior at large deformations of Bauxite under several conditions of density and effective confining stress. The specific objectives are: 1) To verify the applicability of the Steady State theory to this type of soil; 2) To estimate undrained residual shear strength for the post-seismic stability analysis of bauxite heaps; y 3) To compare the behavior of Bauxite with a mix of Silica Sands of similar particle size distribution.
The main objective of this thesis is to study the undrained monotonic behavior at large deformations of Bauxite under several conditions of density and effective confining stress. The specific objectives are: 1) To verify the applicability of the Steady State theory to this type of soil; 2) To estimate undrained residual shear strength for the post-seismic stability analysis of bauxite heaps; y 3) To compare the behavior of Bauxite with a mix of Silica Sands of similar particle size distribution.
Link to repository: http://renati.sunedu.gob.pe/handle/sunedu/1010145
Discipline: Ingeniería y tecnología
Grade or title grantor: University of Tokyo. Department of Civil Engineering
Grade or title: Máster en Ingeniería Civil
Register date: 26-Jun-2020
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
Roman_Cabrera_BH.pdf | Tesis | 4.85 MB | Adobe PDF | View/Open |
Autorizacion.pdf Restricted Access | Formato de autorización | 1.28 MB | Adobe PDF | View/Open Request a copy |
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