Numerical Investigation of Concrete Cracking Effect on Lateral Load Response of Piles in Rock Mass-Reference-Cited by-同舟云学术

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Numerical Investigation of Concrete Cracking Effect on Lateral Load Response of Piles in Rock Mass

Published:2024-08 Issue:8 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

El-Sakhawy Nagwa R.¹^ORCID,Mahdi Hisham A.²,Elsokary Haytham H.³,Nabil Marwa⁴

Affiliation:

1. Professor, Faculty of Engineering, Dept. of Structural Engineering, Zagazig Univ., Zagazig 44519, Egypt (corresponding author). ORCID: .

2. Formerly, Minister of Transport, Recently, Vice Chairman of Board of Trustees, Future Univ., New Cairo 11835, Egypt.

3. Ph.D. Candidate, Faculty of Engineering, Dept. of Structural Engineering, Zagazig Univ., Zagazig 44519, Egypt.

4. Associate Professor, Faculty of Engineering, Dept. of Structural Engineering, Zagazig Univ., Zagazig 44519, Egypt.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9722

Reference33 articles.

1. ACI (American Concrete Institute). 2014. Building code requirements for structural concrete. ACI 318-14. Farmington Hills, MI: ACI.

2. Analysis of Laterally Loaded Shafts in Rock

3. Limit Analysis Solution for Ultimate Bearing Capacity of Footing Resting on the Rock Mass with a Circular Void Subjected to Line Loading

4. Analysis of laterally loaded rock-socketed shafts considering the nonlinear behavior of both the soil/rock mass and the shaft;Chen J.-J.;J. Geotech. Geoenviron. Eng.,2017

5. Influence of scour depth and type on p–y curves for monopiles in sand under monotonic lateral loading in a geotechnical centrifuge

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