Simple Model for the Cyclic Behavior of Smooth Sand-Steel Interfaces-Reference-Cited by-同舟云学术

Simple Model for the Cyclic Behavior of Smooth Sand-Steel Interfaces

Published:2010-07 Issue:7 Volume:136 Page:1004-1009
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Mortara G.¹²³,Ferrara D.¹²³,Fotia G.¹²³

Affiliation:

1. Researcher, Dept. of Mechanics and Materials, Faculty of Engineering, Univ. of Reggio Calabria, Via Graziella, Feo di Vito, 89122 Reggio Calabria, Italy (corresponding author).

2. Ph.D. Student, Dept. of Mechanics and Materials, Faculty of Engineering, Univ. of Reggio Calabria, Via Graziella, Feo di Vito, 89122 Reggio Calabria, Italy.

3. Engineer, Tecno-Sud s.r.l., Via Trapezzoli 47, 89134 Reggio Calabria, Italy.

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.1943-5606.0000315

Reference15 articles.

1. Boulon M. and Foray P. (1986). “Physical and numerical simulation of lateral shaft friction along offshore piles in sand.” 3rd Int. Conf. on Numerical Methods in Offshore Piling Technip Paris 127–147.

2. Interface Load Transfer Degradation During Cyclic Loading: A Microscale Investigation

3. Cyclic Simple-Shear Behavior of Sand-Steel Interfaces under Constant Normal Stiffness Condition

4. An elastoplastic model for sand–structure interface behaviour

5. Constant normal stiffness direct shear testing for socketed pile design in weak rock

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