Effect of Spatial Correlation of Cone Tip Resistance on the Bearing Capacity of Piles-Reference-Cited by-同舟云学术

Effect of Spatial Correlation of Cone Tip Resistance on the Bearing Capacity of Piles

Published:2013-03 Issue:3 Volume:139 Page:494-500
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chen Jin-Jian¹,Zhang Lianyang²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., Shanghai 200240, China.

2. Assistant Professor, Dept. of Civil Engineering and Engineering Mechanics, Univ. of Arizona, Tucson, AZ 85721 (corresponding author).

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.1943-5606.0000775

Reference43 articles.

1. Assessment of Direct Cone Penetration Test Methods for Predicting the Ultimate Capacity of Friction Driven Piles

2. Probabilistic CPT method for estimating the ultimate capacity of friction piles;Abu-Farsakh M. Y.;Geotech. Test. J.,2007

3. Alonso E. E. and Krizek R. J. (1975). “Stochastic formulation of soil properties.” Proc. 2nd Int. Conf. on Applications of Statistics and Probability in Soil and Structure Engineering Int. Civil Engineering Risk and Reliability Association Auchen Germany 9–32.

4. Aoki N. and De Alencar D. (1975). “An approximate method to estimate the bearing capacity of piles.” Proc. 5th Pan-American Conf. of Soil Mechanics and Foundation Engineering Vol. 1 Buenos Aires Argentina 367–376.

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