A Method to Estimate Modulus of Horizontal Subgrade Reaction for a Pile-Reference-Cited by-同舟云学术

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A Method to Estimate Modulus of Horizontal Subgrade Reaction for a Pile

Published:1972-09 Issue:3 Volume:12 Page:1-17
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Yoshida Iwao,Yoshinaka Ryunoshin

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference23 articles.

1. The axial and lateral load bearing capacity, and the failure by buckling of piles in soft clay;Bergfelt;Proc. 4th ICSMFE,1957

2. Foundation Analysis and Design;Bolows,1968

3. Lateral resistance of piles in cohesive soils;Broms;Proc. ASCE,1964

4. Discussion on “Lateral pile-loading tests”;Chan;Feagin, Trans.,1937

5. Analysis of pile groups with flexual resistance;Francis;Proc. ASCE,1964

Cited by 31 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. An Experimental Study on the Lateral Behavior of Piles in Unsaturated Sand Under Monotonic, Cyclic and Post Cyclic Loading;Geotechnical and Geological Engineering;2024-01-21

2. Improved correlation of soil modulus with SPT N values;Open Engineering;2024-01-01

3. Finite Element Analysis of a Deep Excavation supported using a Secant Pile Wall: A Case Study;2023 Moratuwa Engineering Research Conference (MERCon);2023-11-09

4. Interface Mechanical Behavior of Flexible Piles Under Lateral Loads in OWT Systems;China Ocean Engineering;2023-06

5. Load–deflection analysis of laterally loaded piles in unsaturated soils;Acta Geotechnica;2022-11-05

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