Robust LRFD Resistance Factor Calibration for Axially Loaded Drilled Shafts in Las Vegas-Reference-Cited by-同舟云学术

Robust LRFD Resistance Factor Calibration for Axially Loaded Drilled Shafts in Las Vegas

Author:

Stanton Kevin¹^ORCID,Motamed Ramin²,Elfass Sherif³

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Univ. of Nevada, 1664 N. Virginia St., Reno, NV 89557-0258 (corresponding author). ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Nevada, 1664 N. Virginia St., Reno, NV 89557-0258.

3. Research Associate Professor, Dept. of Civil Engineering, Univ. of Nevada, 1664 N. Virginia St., Reno, NV 89557-0258.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

Reference39 articles.

1. MATLAB Version 8.3.0.532 [Computer software]. MathWorks Natick MA.

2. AASHTO. (2014). “AASTHO LRFD bridge design specifications.” Washington DC.

4. Afsharhasani R. (2014). “Effect of caliche on the behavior of drilled shafts.” Ph.D. dissertation Univ. of Nevada Las Vegas.

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