Research Article
Jun 1976
Integrated Study of Reinforced Earth–II: Behavior and Design
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VIEW THE REPLYAuthors: Chih-Kang Shen, AM.ASCE, Karl M. Romstad, AM.ASCE, and Leonard R. Herrmann, M.ASCEAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 102, Issue 6
Abstract
An analytical study using the finite element method of an instrumented reinforced earth wall constructed in Southern California is described. The analytical results are compared with the field performance data to illustrate the overall behavior of the structure. It is concluded that a reinforced earth wall is a relatively rigid self-supporting unit for which, under normal conditions, the stress state within the wall is approximately the ko condition, and the backfill just behind the wall approaches the ka condition. The boundary geometry of the backfill, the foundation, and the compressibility of the foundation material intimately affect the magnitude and distribution of the reinforcing strip forces; compression forces may develop under particular combination of these physical parameters. Design procedures based on possible failure modes for the determination of size, spacing, and length of reinforcing strips are considered.
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Published In
Journal of the Geotechnical Engineering Division
Volume 102 • Issue 6 • June 1976
Pages: 577 - 590
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Jun 1976
Published online: Feb 11, 2021
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Authors
Affiliations
Chih-Kang Shen, AM.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of California, Davis, Calif
Karl M. Romstad, AM.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of California, Davis, Calif
Leonard R. Herrmann, M.ASCE
Prof. of Civ. Engrg., Univ. of California, Davis, Calif
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.