Selection ofp-y curves for the design of single laterally loaded piles-Reference-Cited by-同舟云学术

Selection ofp-y curves for the design of single laterally loaded piles

Published:1999-12-25 Issue:15 Volume:23 Page:1909-1926
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Meth. Geomech.

Author:

Bransby M. F.

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference23 articles.

1. , , ‘Unified method for analysis of laterally loaded piles in stiff clay’, Numerical Methods in Offshore Piling, ICE, London (1980) pp. 135-146.

2. American Petroleum Institute, Recommended practice for planning. designing and constructing fixed offshorre platforms, 17th edn, IAP-RP2A, A.P.I., Washington, 1987.

3. , , and , ‘Analysis of centrifuge model test data from laterally loaded piles in calcareous sand’, Engineering for Calcareous Sediments, Vol. 1, Balkema, Rotterdam, (1988) pp. 261-270.

Cited by 38 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. Small-strain, non-linear elastic Winkler models for uniaxial loading of suction caisson foundations;Géotechnique Letters;2023-12-01

2. A methodology to calibrate the PICSI cyclic p-y model using experimental results and optimisation;Ocean Engineering;2023-11

3. Lateral bearing capacity and calculation method of pile-bucket foundation in clay for offshore wind turbines;Ocean Engineering;2023-09

4. Inferred Winkler model for uplift response of suction caisson in undrained clays;Acta Geotechnica;2023-06-18

5. Lateral behavior of monopiles in sand under monotonic loading: Insights and a new simple design model;Ocean Engineering;2023-06