STUDY ON THE STABILITY OF ROAD FILL EMBANKMENT – Universitatea Tehnica Cluj-Napoca

Available online at www.sciencedirect.com ScienceDirect   10th International Conference Interdisciplinarity in Engineering, INTER-ENG 2016 Study on the Stability of a Road Fill Embankment   Dorin-Vasile Moldovan *, Andor-Csongor Nagy, Lavinia-Elena Muntean, Madalina Ciotlaus   Technical University of Cluj-Napoca, 28 Memorandumului Street, Cluj-Napoca, 400114, Romania University of Agricultural Science and Veterinary Medicine, 3-5 Calea Manastur Street,…

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Verificari diguri din pamant

Mai multe informatii despre programul dedicat verificarii digurilor din pamant. Criteriul de verificare a lucrarilor de indiguire in cazul digurilor artificiale descris mai jos este valabil pentru toate lucrarile cu inaltime a corpului digului mai mica de 15 metri. Din punct de vedere static, o evaluare globala a conditiilor de stabilitate ale lucrarii se poate…

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Profile topografice si planuri cotate online – Geostru Maps

Profile topografice si planuri cotate online Cu Geostru MAPS se pot crea modele digitale ale terenului, profile altimetrice si planuri cotate, direct de pe harti online cu doar cateva click-uri. Dupa asignarea punctelor folosind comanda Point, din meniul Calculation se poate afla cota punctului, se pot trasa sectiuni topografice (profil altimetric), se pot modifica numeric…

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Limit State of Liquefaction C. Hsein Juang 2006

The limit state for liquefaction triggering is obtained using a neural network-based searching technique developed by Juang et al. 2000b. The technique involves the training of supervised feed-forward neural networks with the “full” database of case histories and its subsets or samples. The successfully trained neural network that generates the most accurate input–output relationship is adopted in the subsequent step for searching…

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Incercari de penetrometrie dinamica Calcularea valorii N60

Incercari de penetrometrie dinamica Calcularea valorii N60 Corelatiile recente pentru NSPT, densitate relativa si unghi de rezistenta la forfecare  pentru terenurile granulare sunt prevazute cu valori ale rezistentei penetrometrice in functie de N60 (NSPT=N60 dupa Cestari, 1996) sau N1,60 valoare normalizata la o tensiune geostatica verticala de 1 bar prin aplicarea coeficientului CN (Liao Withman…

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SGEM 2014 Influence of soil mechanical properties on retaining walls

THE INFLUENCE OF SOIL MECHANICAL PROPERTIES ON RETAINING WALL DESIGN ACCORDING TO EUROCODE 7 DESIGN APPROACHES Assist. Prof .dr. eng. Iulia-Consuela Molnar1 Assist. Prof. .dr. eng. Olimpiu-Cristian Mureșan1 Lecturer .dr. eng. Vasile Farcaș1 MsC. Stud. Eng. Florin Matiș1 1 Technical University of Cluj-Napoca, Romania ABSTRACT The following paper presents a comparison in designing retaining walls…

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