Calibrating Resistance Factors of Single Bored Piles Based on Incomplete Load Test Results-Reference-Cited by-同舟云学术

Calibrating Resistance Factors of Single Bored Piles Based on Incomplete Load Test Results

Published:2011-05 Issue:5 Volume:137 Page:309-323
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Ching Jianye¹²³,Lin Horn-Da¹²³,Yen Ming-Tso¹²³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, National Taiwan Univ., Taipei, Taiwan (corresponding author).

2. Professor, Dept. of Construction Engineering, National Taiwan Univ. of Science and Technology, Taipei, Taiwan.

3. Graduate Student, Dept. of Construction Engineering, National Taiwan Univ. of Science and Technology, Taipei, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000230

Reference30 articles.

1. Barker R. M. et al. (1991). “Manuals for the design of bridge foundations.” NCHRP Report 343 Transportation Research Board National Research Council Washington DC.

2. Chen D. S. (2000). “Pile types bearing capacity and mechanisms—considerations in construction.” Publication D19 Taiwan Construction Research Institute 1–33.

3. Chen J. R. (2004). “Axial behavior of drilled shafts in gravelly soils.” Ph.D. thesis Cornell Univ. Ithaca NY.

4. Critical Evaluation of Compression Interpretation Criteria for Drilled Shafts

5. Chin F. K. (1970). “Estimation of the ultimate load of piles not carried to failure.” Proc. 2nd Southeast Asian Conf. on Soil Engineering Southeast Asian Geotechnical Society Singapore 81–90.

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