Interpretation from large-scale shake table tests on piles undergoing lateral spreading in liquefied soils
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In this article, two single piles, a relatively flexible pile that moves together with the surrounding soil and a relatively stiff pile that does not follow the ground movement have been subjected to large post-liquefaction ground displacement simulating piles in laterally spreading soils.About:
This article is published in Soil Dynamics and Earthquake Engineering.The article was published on 2006-02-01 and is currently open access. It has received 114 citations till now. The article focuses on the topics: Lateral earth pressure & Pile.read more
Citations
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Journal ArticleDOI
Response of a group of piles to liquefaction-induced lateral spreading by large scale shake table testing
TL;DR: In this article, a large scale 1-g shake table test was used to study the response of a group of piles subjected to liquefaction-induced lateral spreading using a large-scale 1g shaketable test, and a simple numerical method was implemented for predicting the behavior of single piles under lateral spreading.
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Pile group response to liquefaction-induced lateral spreading: E-Defense large shake table test
TL;DR: In this article, the authors present the results of a large-scale shake table test at E-defense facility on a pile group located adjacent to a gravity-type quay wall and were subjected to liquefaction-induced large ground displacements.
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Numerical simulation of improvement of a liquefiable soil layer using stone column and pile-pinning techniques
TL;DR: In this paper, the effects of stone column and pile-pinning on reducing the potential for liquefaction during earthquakes are investigated parametrically, applying three-dimensional finite element (FE) simulations using OpenSeesPL.
Journal ArticleDOI
Finite element model for piles in liquefiable ground
TL;DR: In this article, a three dimensional finite element modeling method for piles in liquefiable ground and applies it to the analysis of seismic pile responses was developed. But the modeling of piles and soil-pile interface was not considered.
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Liquefaction-induced lateral load on pile in a medium dr sand layer
Liangcai He,Ahmed Elgamal,Tarek Abdoun,Akio Abe,Ricardo Dobry,Masanori Hamada,Jorge Menses,Masayoshi Sato,Thomas Shantz,Kohji Tokimatsu +9 more
TL;DR: In this paper, one-g shake table experiments were conducted to explore the response of single piles due to liquefaction-induced lateral soil flow, where piles were embedded in saturated Medium Relative Density (Dr) sand strata 1.7-5.0 m in thickness.
References
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Journal ArticleDOI
Lateral Resistance of Piles in Cohesionless Soils
TL;DR: In this article, the authors presented methods for the calculation of deflections, ultimate resistance, and moment distribution for laterally loaded single piles and pile groups driven into cohesionless soils.
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Effects of Liquefaction-induced Ground Displacements on Pile Performance in the 1995 Hyogoken-Nambu Earthquake
Kohji Tokimatsu,Yoshiharu Asaka +1 more
TL;DR: The field performance of various pile foundations that experienced soil liquefaction and lateral spreading in the 1995 Hyogoken-Nambu earthquake is summarized in this paper, where cyclic and permanent ground displacements during and after earthquakes are estimated from field and aerial photographic surveys as well as analyses of strong motion records.
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Lateral capacity of model rigid piles in cohesionless soils.
TL;DR: In this article, a method is suggested to predict soil pressure distribution and ultimate lateral capacity for rigid piles in cohesionless soils, and field and laboratory data from published literature are used to validate the proposed method.
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Lateral resistance and deflection of rigid walls and piles in layered soils
TL;DR: The ultimate lateral resistance and the lateral deflection at working loads of rigid vertical walls and piles with a free head subjected to horizontal load and embedded in two-layered soils of sand is studied in this article.
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Lateral Resistance of Full-Scale Pile Cap with Gravel Backfill
Kyle M. Rollins,Andrew E. Sparks +1 more
TL;DR: In this article, a static lateral load test was performed on a full-scale 33-pile group driven in saturated low-plasticity silts and clays, and steel pipe piles were attached to a concrete pile cap creating a "fixed-head" end constraint.
Related Papers (5)
Effects of Liquefaction-induced Ground Displacements on Pile Performance in the 1995 Hyogoken-Nambu Earthquake
Kohji Tokimatsu,Yoshiharu Asaka +1 more