Loading Rate Effect on Piles in Clay from Laboratory Model Tests
Author:
Publisher
Elsevier BV
Subject
General Engineering
Reference30 articles.
1. Strength of Soils Under Dynamic Loads;Casagrande;Transaction American Society of Civil Engineers,1949
2. Effect of Rate of Loading on the Strength of Clays and Shales at Constant Water Contents;Casagrande;Geotechnique,1951
3. The Behavior of Soils Under Transient Loadings;Whitman,1957
4. Effect of Strain Rate upon Undrained Shear Resistance of a Saturated Remolded Fat Clay;Richardson;Geotechnique,1963
5. The Influence of Strain Rate on Pore Pressures in Consolidated Undrained Triaxial Tests on Cohesive Soils;Kimura;Soils and Foundations,1983
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1. Probabilistic Analysis of Pile Foundation in Cohesive Soil;Journal of The Institution of Engineers (India): Series A;2024-02-15
2. Loading Rate Effect on the Pullout Capacity of OMNI-Max Anchors in Clay Coupled With Multiple Factors;Journal of Offshore Mechanics and Arctic Engineering;2023-10-26
3. Influence of Loading Rate on the Behavior of Single-Helix Round-Shaft Helical Anchors in Clay;Geo-Congress 2022;2022-03-17
4. Field tests and interpretation of screw micropiles subjected to axial loading in cohesive soil;International Journal of Geotechnical Engineering;2021-05-13
5. Pile Shaft Capacity from Cone Penetration Test Records Considering Scale Effects;International Journal of Geomechanics;2020-07
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