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Design Guidelines and Specifications for Engineered Grouts
Based on experimental test results, a set of design equations were developed for computing the tensile pullout resistance of headed and unheaded single and group grouted anchors. Edge distance and group spacing effects are considered, and values for the critical edge distance and critical anchor spacing are proposed. The results of this testing program, along with those from previous experimental programs, were analyzed to ascertain grout susceptibility to various installation and in-service factors. Stemming from these results, a series of product approval test was proposed to determine if an engineered grout product is suitable for a desired application.
Design Guidelines and Specifications for Engineered Grouts
Based on experimental test results, a set of design equations were developed for computing the tensile pullout resistance of headed and unheaded single and group grouted anchors. Edge distance and group spacing effects are considered, and values for the critical edge distance and critical anchor spacing are proposed. The results of this testing program, along with those from previous experimental programs, were analyzed to ascertain grout susceptibility to various installation and in-service factors. Stemming from these results, a series of product approval test was proposed to determine if an engineered grout product is suitable for a desired application.
Design Guidelines and Specifications for Engineered Grouts
R. A. Cook (author) / J. L. Burtz (author) / M. H. Ansley (author)
2003
129 pages
Report
No indication
English
Construction Equipment, Materials, & Supplies , Highway Engineering , Civil Engineering , Grout , Anchors(Fasteners) , Design criteria , Concrete construction , Steel construction , Structural steels , Tensile properties , Loads(Forces) , Highway construction , Specifications , Cementitious grouts , Polymer grouts
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