Influence of Spatially Variable Side Friction on Single Drilled Shaft Resistance and LRFD Resistance Factors-Reference-Cited by-同舟云学术

Influence of Spatially Variable Side Friction on Single Drilled Shaft Resistance and LRFD Resistance Factors

Published:2010-08 Issue:8 Volume:136 Page:1114-1123
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Klammler Harald¹²³⁴,McVay Michael¹²³⁴,Horhota David¹²³⁴,Lai Peter¹²³⁴

Affiliation:

1. Dept. of Civil and Coastal Engineering, Univ. of Florida, Gainesville, FL 32611; and Dept. of Hydraulic Engineering and Water Resources Management, Graz Univ. of Technology, Graz 8010, Austria (corresponding author).

2. Dept. of Civil and Coastal Engineering, Univ. of Florida, Gainesville, FL 32611.

3. State Materials Office, Florida Dept. of Transportation, Gainesville, FL 32611.

4. Florida Dept. of Transportation, Tallahassee, FL 32303.

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%29GT.1943-5606.0000327

Reference26 articles.

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2. Bustamante M. and Gianeselli L. (1982). “Pile bearing capacity prediction by means of static penetrometer CPT.” Proc. 2nd European Symp. on Penetrometer Testing Vol. 2 ESOPT 2 Amsterdam The Netherlands 493–500.

3. An overview of soil heterogeneity: quantification and implications on geotechnical field problems

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