Statnamic Load Tests on Model Piles and Their 3D-Elastoplastic FEM Analyses.

Kimura, Makoto; Boonyatee, Tirawat

doi:10.3208/sandf.42.71

Cited by 3 publications

(1 citation statement)

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“…Manyˆnite element studies on the ground-structure system subjected to earthquake motion have been conducted as well, e.g., bridge and pile foundations by Kimura and Zhang (2000) and Zhang and Kimura (2002), the simulation of statnamic load tests by Kimura and Boonyatee (2002), quay walls and seawalls by Iai and Kameoka (1993), Kanatani et al (2001) and Dakoulas and Gazetas (2005) and tunnels by Khoshnoudian and Shahrour (2002). It is very important for such groundstructure problems to improve the modeling of the dynamic and nonlinear interaction between the ground and the structures.…”

Section: Dynamicsmentioning

confidence: 99%

Numerical Methods

Murakami¹,

Wakai²,

Fujisawa³

2010

Soils and Foundations

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This paper provides a comprehensive survey of the numerical methods related to geotechnical problems, most of which were reported in papers appearing in Soils and Foundations. The reason why most of the reviewed papers are concentrated in Soils and Foundations is that if we were to include papers appearing in other journals in theˆeld of geotechnical engineering, closely related to numerical methods, e.g., Computers and Geotechnics, Int. J. Numer. Anal. Meth. Geomech., etc., we would have to deal with almost all the papers in those journals. Firstly, we present a description of the current status of the numerical methods, and then give a brief review of the literature covering several topics in geotechnical applications. The scope of the review is limited, and thus, the authors do not profess to cover the entire range of literature.

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