Monotonic Lateral Loading of Piles in Calcareous Sand-Reference-Cited by-同舟云学术

Monotonic Lateral Loading of Piles in Calcareous Sand

Published:2001-04 Issue:4 Volume:127 Page:346-352
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Dyson G. J.¹²,Randolph M. F.¹²

Affiliation:

1. Engr., Coffey Geosciences Pty Ltd, Herdsman, WA 6017, Australia; formerly, PhD Student, Dept. of Civ. Engrg., Univ. of Western Australia.

2. Dir., Ctr. for Offshore Found. Sys., Univ. of Western Australia, Nedlands, WA 6907, Australia.

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%291090-0241%282001%29127%3A4%28346%29

Reference17 articles.

1. Craig W. H. ( 1980). “Installation studies for model piles.” Proc. Symp. on Application of Centrifuge Modeling to Geotech. Des. Balkema Rotterdam The Netherlands 440–452.

2. de Nicola A. and Randolph M. F. ( 1994). “Development of a miniature pile driving hammer.” Proc. Int. Conf. Centrifuge 94 Leung Lee and Tans eds. Balkema Rotterdam The Netherlands 473–478.

3. Experimental p‐y Model for Submerged, Stiff Clay

4. Finnie I. ( 1993). “Performance of shallow foundations in calcareous soil.” PhD thesis Dept. of Civ. Engrg. University of Western Australia Perth Australia.

5. Fookes P. G. ( 1988). “The geology of carbonate soils and rocks and their engineering characterization and description.” Engineering for calcareous sediments Vol. 2 Balkema Rotterdam The Netherlands 787–806.

Cited by 100 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. Model tests on chain-soil interaction of anchor pile for taut mooring system through transparent sand;Ocean Engineering;2024-10

2. Relationship between chain axial resistance and confining stress for South China Sea carbonate sand: an element test;Canadian Geotechnical Journal;2024-07-01

3. Centrifuge model tests on an anchor pile under cyclic oblique pullout load using transparent sand;Marine Georesources & Geotechnology;2024-04-13

4. A practical lateral spreading pressure model for piles in inclined liquefied ground;Engineering Structures;2024-03

5. A CPT-based multi-spring model for lateral monopile analysis under SLS conditions in sand;Ocean Engineering;2024-02