In this paper, a simple method is proposed for the analysis of vertically loaded pile groups under dynamic conditions. The method makes use of the closed-form stiffness matrices derived by Kausel and Rosset [Ka
The elastic analysis of compressible piles and pile groups Géotechnique (1971) P.K. Banerjee et al. Analysis of some reported case histories of laterally loaded pile groups M. Ottaviani Three dimensional finite element analysis of vertically loaded pile groups Géotechnique (1975) H.B. Ha Analysis...
pile group effectbearing performancelarge-diameter pipe pilesettlementrigid foundationThis paper aims to present a theoretical method to study the bearing performance of vertically loaded large-diameter pipe pile groups. The interactions between group piles result in different bearing performance of both a...
This paper aims to present a theoretical method to study the bearing performance of vertically loaded large-diameter pipe pile groups. The interactions between group piles result in different bearing performance of both a single pile and pile groups. Considering the pile group effect and the skin ...
The lateral response of piles is governed by the soil–pile interaction in the shallower layer of surrounding soil, which may be above the water level
the complex impedanc e of a vertically loaded en d— bearing p ile by consideri ng the pile——soil int eraction in the vert ical direction.RAJAPAK SE et al 『71 considered the soil as an elastic half -sp ace and the pile as a virtual ...
The planarian Schmidtea mediterranea is being studied as a model species for regeneration, but the assembly of planarian genomes remains challenging. Here, we report a high-quality haplotype-phased, chromosome-scale genome assembly of the sexual S2 strai
Furthermore, a co-evolution analysis indicated that the evolutionary history of these viruses within their groups is largely driven by cross-species transmission events. Conclusions These findings are of significant importance for understanding the diversity, evolution, and ...
Analysis of vertically loaded pile in sand and clay : Nakai, T; Sasaki, S; Sumi, H; Yamada, Y Proc International Conference on Geotechnical Engineering for Coastal Development, GEO-COAST'91, Yokahama, 3–6 September 1991V1, P707–712. Publ Japan: Coastal Development Institute of Technology...
In this paper, for the vertically loaded bored pile socketed into weak rocks, the shear failure process of the concrete-rock interface was divided into two stages, e.g., a dilatant sliding stage and a post-peak sliding stage, and a bilinear shear model was proposed to describe the ...