Abstract—In this paper, analysis of an infinite beam resting on multilayer tensionless extensible geosynthetic reinforced granular fill-poor soil system overlying soft soil strata under moving load with constant velocity is presented. The beam is subjected to a concentrated load moving with constant velocity. The upper reinforced granular bed is modeled by a rough membrane embedded in Pasternak...

ABSTRACT: This paper presents the settlement analysis of a beam resting on geosynthetic reinforced granular fill-soft soil system. Each subsystem of the reinforced fill-soil system is idealized by elastic membrane, Pasternak shear layer, Winkler springs and dashpots, as applicable. The suggested model incorporates various aspects of the behavior of the geosynthetic-reinforced granular fill-soft...

Tadeusz Dêbniak, Cezary Cybulski, Grzegorz Kurzawski, Bohdan Górski, Tomasz Huzarski, Tomasz Byrski, Jacek Gronwald, Janina Suchy, Bart3omiej Masojæ, Marek Mierzejewski, Marcin Lener, Urszula Teodorczyk, Krzysztof Mêdrek, El¿bieta Z3owocka, Ewa Grabowska-K3ujszo, Katarzyna Nej-Wo3osiak, Anna Szymañska, Jolanta Szymañska-Pasternak, Joanna Matyjasik, Thierry van de Wetering, Anna Jakubowska, Oleg...

Recent investigations have shown that the influences of Soil-Structure Interaction (SSI) may be detrimental to the seismic response of structure, and hence neglecting this phenomenon in analysis and design may lead to an un-conservative design. The objective of this paper is to quantify the effects of nonlinear soil-structure interaction on the seismic response of a low-rise special moment fram...

Biomedical vocabularies have specific characteristics that make their lexical alignment challenging. We have built a string-based vocabulary alignment tool, AnAGram, dedicated to efficiently compare terms in the biomedical domain, and evaluate this tool’s results against an algorithm based on Jaro-Winkler’s edit-distance. AnAGram is modular, enabling us to evaluate the precision and recall of d...

Beams supported by elastic foundations are one of the complex soil-structure interaction problems that have been studied using "beam on foundation" concept. To support loads, structural foundation and soil continuum must work together. The development more accurate model simpler procedure critical for safety cost-effective construction such type structure. Three nodded beams based Timoshenko be...