Please use this identifier to cite or link to this item: https://doi.org/10.1061/(ASCE)0733-9410(1985)111:4(500)
Title: EVALUATION OF DESIGN METHODS FOR VERTICAL ANCHOR PLATES
Authors: DICKIN, EA
LEUNG, CF 
Keywords: Science & Technology
Technology
Physical Sciences
Engineering, Civil
Geosciences, Multidisciplinary
Engineering
Geology
Issue Date: 1-Jan-1985
Publisher: ASCE-AMER SOC CIVIL ENGINEERS
Citation: DICKIN, EA, LEUNG, CF (1985-01-01). EVALUATION OF DESIGN METHODS FOR VERTICAL ANCHOR PLATES. JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE 111 (4) : 500-520. ScholarBank@NUS Repository. https://doi.org/10.1061/(ASCE)0733-9410(1985)111:4(500)
Abstract: Design methods for vertical anchors subjected to horizontal pullout forces are reviewed. Theoretical predictions are compared with results from conventional tests on 2 in. (50 mm) models and centrifugal tests representing 39.4 (1 m) prototypes in dense sand. Good agreement is found between force coefficients from theories for 39.4 in. (1 m) anchors, provided a mobilized friction angle in the mass is used in the analyses. A lack of consistent agreement for 2 in. (50 mm) anchors is attributed to inherent difficulties in obtaining reliable data for small models at low stress levels. Anchor geometry is adequately accounted for by a theoretical shape factor derived by the writers. © ASCE.
Source Title: JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE
URI: https://scholarbank.nus.edu.sg/handle/10635/211796
ISSN: 07339410
19448368
DOI: 10.1061/(ASCE)0733-9410(1985)111:4(500)
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