A Simple Approach for Evaluating the Bearing Capacity of Piles Subjected to Inclined Loads-Reference-Cited by-同舟云学术

A Simple Approach for Evaluating the Bearing Capacity of Piles Subjected to Inclined Loads

Published:2021-11 Issue:11 Volume:21 Page:04021224
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Conte Enrico¹,Pugliese Luigi²,Troncone Antonello³^ORCID,Vena Mirko²

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of Calabria, Via P. Bucci Cubo 44B, 87036 Rende, Cosenza, Italy.

2. Dept. of Civil Engineering, Univ. of Calabria, Via P. Bucci Cubo 44B, 87036 Rende, Cosenza, Italy.

3. Associate Professor, Dept. of Civil Engineering, Univ. of Calabria, Via P. Bucci Cubo 44B, 87036 Rende, Cosenza, Italy (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002215

Reference44 articles.

1. Abaqus. 2012. Theory and user’s manual. Version 6.12. Providence, RI: Dassault Systémes Simulia Corp.

2. Abdel-Rahman, K., and M. Achmus. 2006. “Numerical modelling of combined axial and lateral loading of vertical piles.” In Proc., 6th European Conf. on Numerical Methods in Geotechnical Engineering. London: Taylor and Francis.

3. On the behavior of piles in non-cohesive soil under combined horizontal and vertical loading

4. Effects of vertical loading on lateral screw pile performance

5. The Empirical Evaluation of the Coefficient K0 and K0

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