Predicting End Bearing Capacity of Post-Grouted Drilled Shaft in Cohesionless Soils-Reference-Cited by-同舟云学术

Predicting End Bearing Capacity of Post-Grouted Drilled Shaft in Cohesionless Soils

Published:2006-04 Issue:4 Volume:132 Page:478-487
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Mullins Gray¹²³,Winters Danny¹²³,Dapp Steven¹²³

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of South Florida, 4202 E. Fowler Ave., ENB 118, Tampa, FL 33620 (corresponding author).

2. Research Associate, Dept. of Civil and Environmental Engineering, Univ. of South Florida, 4202 E. Fowler Ave., ENB 118, Tampa, FL 33620.

3. Principal, Dan Brown & Associates, 300 Woodland Rd., Sequatchie, TN 37374.

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%282006%29132%3A4%28478%29

Reference22 articles.

1. Bolognesi A. J. L. and Moretto O. (1973). “Stage grouting preloading of large piles on sand.” Proc. 8th ICSMFE Cont. Moscow.

2. Bruce D. A. (1986). “Enhancing the performance of large diameter piles by grouting ” Parts 1 and 2 Ground Eng.GREND80017-4653 May and June.

3. Dapp S. D. (1998). “Interviews with engineers during load testing on the My Thuan Bridge.” Mekong Delta Vietnam.

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