First Advisor

Trevor D. Smith

Date of Publication

1987

Document Type

Thesis

Degree Name

Master of Civil Engineering (MCE)

Department

Civil Engineering

Language

English

Subjects

Soil mechanics, Granular materials

DOI

10.15760/etd.5602

Physical Description

1 online resource (113 p.)

Abstract

In the discipline of geotechnical Engineering the majority of finite element program users is familiar with the hyperbolic soil model. The input parameters are commonly obtained from a series of triaxial tests. For cohesionless soil ls however, today's sampling techniques fail to provide undisturbed soil specimen. Furthermore, routine triaxial tests can not be carried out on soils with grains exceeding 10 - 15 mm in size.

Rights

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Comments

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Persistent Identifier

http://archives.pdx.edu/ds/psu/20963

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