Robustness of Constant Load and Resistance Factor Design Factors for Drilled Shafts in Multiple Strata-Reference-Cited by-同舟云学术

Robustness of Constant Load and Resistance Factor Design Factors for Drilled Shafts in Multiple Strata

Published:2013-07 Issue:7 Volume:139 Page:1104-1114
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ching Jianye¹,Phoon Kok-Kwang²,Chen Jie-Ru³,Park Jae Hyun⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, National Taiwan Univ., Taipei 10617, Taiwan (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore 117576; and Board Member, Taiwan Building Technology Center (TBTC), National Taiwan Univ. of Science and Technology, Taipei 10607, Taiwan.

3. Associate Professor, Dept. of Civil Engineering, National Chi Nan Univ., No.1 University Rd., Puli, Nantou 54561, Taiwan.

4. Senior Researcher, Geotechnical Engineering Research Division, Korea Institute of Construction Technology, Goyang, Gyeonggi 411-712, Republic of Korea; and Associate Professor, Dept. of Geotechnical and Geo-Space Engineering, Univ. of Science and Technology, Goyang, Gyeonggi 411-712, Republic of 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.1943-5606.0000849

Reference20 articles.

1. American Petroleum Institute (API). (1993). “Recommended practice for planning designing and constructing fixed offshore platforms - Load and resistance factor design.” API RP 2A-LRFD Washington DC.

2. Eighteenth Canadian Geotechnical Colloquium: Limit States Design For Foundations. Part I. An overview of the foundation design process

3. Eighteenth Canadian Geotechnical Colloquium: Limit States Design For Foundations. Part II. Development for the National Building Code of Canada

4. British Standards Institution. (2002). “Eurocode: Basis of structural design.” EN 1990 London.

5. Brown D. A. Turner J. P. and Castelli R. J. (2010). “Drilled shafts: Construction procedures and LRFD design methods.” Pub. No. FHWA-NHI-10-016 Federal Highway Administration Washington DC.

Cited by 13 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Resistance factors for design of slopes in a homogenous soil layer;Rock Mechanics Bulletin;2023-01

2. What is a characteristic value for soils?;Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards;2021-09-12

3. Reliability evaluation of reinforced concrete columns designed by Eurocode for wind-dominated combination considering random loads eccentricity;Advances in Structural Engineering;2019-07-31

4. Bayesian identification of soil stratigraphy based on soil behaviour type index;Canadian Geotechnical Journal;2019-04

5. A Robust Approach for Selecting LRFD Characteristic Values of Uncertain Soil Parameters for Design of Drilled Shaft in Sand;Geo-Congress 2019;2019-03-21