Location

St. Louis, Missouri

Session Start Date

4-2-1995

Session End Date

4-7-1995

Abstract

The object of our paper is to consider the influence of the particularly important factor, and to achieve a model describing the behavior of the microconcrete. The specimens have been loaded in rates ranging from 0.0001 to 800 (1/s). The results are discussed available in the literature.

Department(s)

Civil, Architectural and Environmental Engineering

Appears In

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

Meeting Name

Third Conference

Publisher

University of Missouri--Rolla

Publication Date

4-2-1995

Document Version

Final Version

Rights

© 1995 University of Missouri--Rolla, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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Apr 2nd, 12:00 AM Apr 7th, 12:00 AM

Microconcrete Subjected to Static and Dynamic Compression Loadings

St. Louis, Missouri

The object of our paper is to consider the influence of the particularly important factor, and to achieve a model describing the behavior of the microconcrete. The specimens have been loaded in rates ranging from 0.0001 to 800 (1/s). The results are discussed available in the literature.