Journal Published Online: 01 March 1991
Volume 14, Issue 1

Reinforcing Soil with Aligned and Randomly Oriented Metallic Fibers

CODEN: GTJODJ

Abstract

Laboratory direct shear box tests were used to evaluate the strength behavior of a reinforced uniform silty sand. The reinforcement elements consisted of flexible, semirigid, and rigid metallic fibers. The orientations of the fibers to the shear plane were varied and had a marked effect on the shear resistance. Increases in peak and residual strengths of 100 and 300%, respectively, were observed over unreinforced sand. Specimens reinforced with randomly oriented flexible fibers also exhibited a similar improvement of strength parameters.

Author Information

Fatani, MN
College of Engineering, King Abdulaziz University, Jeddah, Saudi Arabia
Bauer, GE
King Abdulaziz University, Jeddah, Saudi Arabia
Al-Joulani, N
College of Engineering, King Abdulaziz University, Jeddah, Saudi Arabia
Pages: 10
Price: $25.00
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Details
Stock #: GTJ10194J
ISSN: 0149-6115
DOI: 10.1520/GTJ10194J