Drilled Shaft Side Friction in Gravelly Soils-Reference-Cited by-同舟云学术

Drilled Shaft Side Friction in Gravelly Soils

Published:2005-08 Issue:8 Volume:131 Page:987-1003
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Rollins Kyle M.¹²³⁴,Clayton Robert J.¹²³⁴,Mikesell Rodney C.¹²³⁴,Blaise Bradford C.¹²³⁴

Affiliation:

1. Professor, Dept. of Civil & Environmental Engineering Dept., 368 CB, Brigham Young Univ., Provo, UT 84602. (corresponding author).

2. Safety Engineer, Utah Dept. of Transportation., 4501 S. 2700 W., Salt Lake City, UT 84114.

3. Project Engineer, Geocon, Inc., 6960 Flanders Dr., San Diego, CA 92121.

4. Principal, Blaise Engineering & Consulting, 2420 Sand Creek Rd. C1272, Brentwood, CA 94513.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282005%29131%3A8%28987%29

Reference40 articles.

1. Baker C. N. Jr. Parikh G. Briaud J.-L. Drumright E. E. and Mensah F. (1993). “Drilled shafts for bridge foundations.” Pub. No. FHWA-RD-920-004 Dept. of Transportation Federal Highway Administration Washington D.C. 335–335.

2. The strength and dilatancy of sands

3. California full-scale load test saves hundred thousand dollars;Burton J. C.;Found. Drilling,1987

4. Chen Y.-L. and Kulhawy F. H. (2002). “Evaluation of drained axial capacity for drilled shafts.” Proc. Deep Foundations 2002 Geotech. Spec. Publication No. 116 ASCE Reston Va. Vol. 2 1200–1214.

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