Estimation of Lateral Load Capacity of Rigid Short Piles in Sands Using CPT Results-Reference-Cited by-同舟云学术

Estimation of Lateral Load Capacity of Rigid Short Piles in Sands Using CPT Results

Published:2010-01 Issue:1 Volume:136 Page:48-56
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Lee Junhwan¹²³,Kim Minki¹²³,Kyung Doohyun¹²³

Affiliation:

1. Associate Professor, School of Civil and Environmental Engineering, Yonsei Univ., Seoul 120-749, Korea.

2. Project Engineer, Kumho Engineering and Construction, Seoul 110–061, Korea.

3. Graduate Research Assistant, School of Civil and Environmental Engineering, Yonsei Univ., Seoul 120-749, Korea.

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.1943-5606.0000199

Reference19 articles.

1. Barton Y. O. (1982). “Laterally loaded model piles in sand: Centrifuge tests and finite element analyses.” Ph.D. thesis Univ. of Cambridge Cambridge U.K.

2. The strength and dilatancy of sands

3. Brinch-Hansen J. (1961). “The ultimate resistance of rigid piles against transversal forces.” Bulletin Rep. No. 12 Danish Geotechnical Institute Copenhagen Denmark 5–9.

4. Lateral resistance of piles in cohesionless soils;Broms B. B.;J. Soil Mech. and Found. Div.,1964

5. Ultimate capacity of rigid single piles under inclined loads in sand

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