999 resultados para agregado de valor


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Incluye cuestionario en Anexo

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Estudi de les primeres 150 “cases barates”, o de tipus social que es van edificar al barri de Vila-roja entre el 1954 i el 1957, anomenades Grup “San Daniel”, i que varen representar l'inici d'aquest barri de Girona. L'estudi incideix en la gestació, en la transformació i en la desaparició progressiva de la fesomia inicial d'aquest barri de Girona projectat i dissenyat per l’arquitecte gironí Ignasi Bosch Reitg (1910-1985), que també fou l’arquitecte del Grup Sant Narcís, de Germans Sàbat i de Sant Cugat a Salt

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The unconfined compression strength is a geotechnical parameter frequently used to determine the bearing capacity of foundations on clayey soils. Its value can be obtained from the unconfined compression test and, among several in situ tests, the standard penetration test (SPT). However, a comparison between the values of such a strength determined by both tests in CL, CL-ML and CH soils shows that it does not exist an approximate relationship. In any case it is remarkable that values of the test conducted in the laboratory fit between the lower and the higher ones calculated from the standard penetration number. This is very important for those geotechnical reports in which the unconfined compression strength is only based on the SPT. In this way, if the lower value is taken to evaluate the ultimate soilbearing capacity the result will not be very accurate but it will probably be by the side of safety