Model Studies on Monopile Behavior under Long-Term Repeated Lateral Loading-Reference-Cited by-同舟云学术

Model Studies on Monopile Behavior under Long-Term Repeated Lateral Loading

Published:2017-01 Issue:1 Volume:17 Page:04016040
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Arshad Muhammad¹,O’Kelly Brendan C.²

Affiliation:

1. Assistant Professor, Dept. of Geological Engineering, Univ. of Engineering and Technology, Lahore 54890, Pakistan; formerly, Ph.D. candidate, Dept. of Civil, Structural and Environmental Engineering, Trinity College Dublin, Dublin, Dublin 2, Ireland (corresponding author).

2. Associate Professor, Dept. of Civil, Structural and Environmental Engineering, Trinity College Dublin, Dublin, Dublin 2, Ireland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000679

Reference54 articles.

1. Adams J. I. and Radhakrishna H. S. (1973). “The lateral capacity of deep augured footings.” Proc. 8th Int. Conf. on Soil Mechanics and Foundation Engineering Vol. 2 Strojizdat Moscow 1–8.

2. Arshad M. and O'Kelly B. C. (2013). “Offshore wind-turbine structures: a review.” Proc. Inst. Civ. Eng. Energy 166(4) 139–152. 10.1680/ener.12.00019

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

4. Arshad M. and O'Kelly B. C. (2016a). “Piled-cruciform attachment to monopile head reduces deflection.” Proc. Inst. Civ. Eng. Geotech. Eng. 169 in press. 10.1680/jgeen.15.00001

Cited by 35 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Structural safety of offshore wind turbines: Present state of knowledge and future challenges;Ocean Engineering;2024-10

2. Influence of precast microbial reinforcement on lateral responses of monopiles;Ocean Engineering;2024-09

3. An approach to characterize cyclic deflection of piles in cohesion less soil media under 1-way and 2-way cyclic loading on sloping ground;Sādhanā;2024-07-06

4. Identification of soil damping for stiff piles based on experiments: Methodology and results;Ocean Engineering;2024-06

5. Effect of Helix Position on the Lateral Resistance of Battered Single-Helix Piles Located on a Sandy Slope Crest;International Journal of Geomechanics;2024-03