Experimental Investigation of the Behavior of Monopile under Asymmetric Two-Way Cyclic Lateral Loads-Reference-Cited by-同舟云学术

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Experimental Investigation of the Behavior of Monopile under Asymmetric Two-Way Cyclic Lateral Loads

Published:2021-03 Issue:3 Volume:21 Page:06021001
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Rathod Deendayal¹^ORCID,Nigitha D.²,Krishnanunni K. T.²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, National Institute of Technology, Tiruchirappalli 620015, India (corresponding author). ORCID: .

2. Research Scholar, Dept. of Civil Engineering, National Institute of Technology, Tiruchirappalli 620015, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001920

Reference52 articles.

1. Cyclic loading response of monopile foundations in cohesionless soils

2. Rigid pile response to cyclic lateral loading: laboratory tests

3. Behavior of monopile foundations under cyclic lateral load

4. 1 g Model Tests on the Displacement Accumulation of Large-Diameter Piles Under Cyclic Lateral Loading

5. Development of a rig to study model pile behaviour under repeating lateral loads

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