Location

Arlington, Virginia

Date

14 Aug 2008, 2:15pm - 4:00pm

Abstract

Modulus of rupture of concrete is frequently used for design of concrete structures whereas flexural strength of soils is generally ignored during analysis and design of earth structures. However, geotechnical engineers still study the bending load-deformation behavior of soils because it is useful in understanding of cracking of earth embankments and compacted clay liners, particularly when they are subjected to bending stresses caused by uneven settlements. A laboratory study was conducted to measure load-deformation behavior of Illinois PCC bottom ash amended with bentonite in bending using the conventional flexural strength test. This paper presents the bending load-deformation results obtained from this study.

Department(s)

Civil, Architectural and Environmental Engineering

Meeting Name

6th Conference of the International Conference on Case Histories in Geotechnical Engineering

Publisher

Missouri University of Science and Technology

Document Version

Final Version

Rights

© 2008 Missouri University of Science and Technology, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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Load-Deformation Behavior of Bentonite Amended Bottom Ash in Bending

Arlington, Virginia

Modulus of rupture of concrete is frequently used for design of concrete structures whereas flexural strength of soils is generally ignored during analysis and design of earth structures. However, geotechnical engineers still study the bending load-deformation behavior of soils because it is useful in understanding of cracking of earth embankments and compacted clay liners, particularly when they are subjected to bending stresses caused by uneven settlements. A laboratory study was conducted to measure load-deformation behavior of Illinois PCC bottom ash amended with bentonite in bending using the conventional flexural strength test. This paper presents the bending load-deformation results obtained from this study.