A Hyperbolic <i>p–y</i> Criterion for Flexible Piles in Weathered Rock Mass-Reference-Cited by-同舟云学术

A Hyperbolic p–y Criterion for Flexible Piles in Weathered Rock Mass

Published:2023-10 Issue:10 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

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

Affiliation:

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

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

3. Formerly, Minister of Transport, Recently, Vice Chairman of Board of Trustees, Future Univ., New Cairo 11835, Egypt. Email: harafat@fue.edu.eg

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8464

Reference42 articles.

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2. Lateral Resistance of Piles in Cohesionless Soils

3. Analysis of Laterally Loaded Shafts in Rock

4. Carranza-Torres, C. 2004. “Some comments on the application of the Hoek-Brown failure criterion for intact rock and rock masses to the solution of tunnel and slope problems.” In Proc., 10th Conf. on Rock and Engineering Mechanics, edited by G. Barla and M. Barla, 285–326. Turin, Italy: Polytechnic University of Turin.

5. 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.,2016

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