A Unified Base Bearing Capacity Formula for Piles-Reference-Cited by-同舟云学术

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A Unified Base Bearing Capacity Formula for Piles

Published:1988-09 Issue:3 Volume:28 Page:91-102
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Hirayama Hideki

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference33 articles.

1. The Pressuremeter and Foundation Engineering;Baguelin;Trans Tech Publications, Rockport, Mass.,1978

2. Cavity expansion in sands with curved envelopes;Baligh;Proc. ASCE,1976

3. Field tests on piles in sand;Committee;Soils and Foundations,1971

4. Discussion, Cavity expansion in sands with curved envelopes;Billam;Proc. ASCE,1977

5. The strength and dilatancy of sands;Bolton;Geotechnique,1986

Cited by 12 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. Drilled shafts in sand: failure pattern and tip resistance using numerical and analytical approaches;International Journal of Geotechnical Engineering;2021-11-19

2. Experimental Study on the Bearing Mechanisms of Rock-socketed Piles in Soft Rock Based on Micro X-ray CT Analysis;Rock Mechanics and Rock Engineering;2020-04-23

3. Base resistance of drilled shafts in soft rock using in situ load tests: A limit state approach;Soils and Foundations;2019-12

4. Load-displacement response of drilled shaft tip in soft rocks of sedimentary origin;Soils and Foundations;2019-10

5. Design soil resistance for deep foundation;Japanese Geotechnical Society Special Publication;2016

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