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Method for estimating railroad track settlements due to dynamic traffic loads
(2005-12-01)
This paper is the result of real-scale physical modeling study designed to simulate the load-deformation characteristics of railroad foundation systems that include the railroad ties, the ballast, and the sub-base layers ...
Method for estimating railroad track settlements due to dynamic traffic loads
(2005-12-01)
This paper is the result of real-scale physical modeling study designed to simulate the load-deformation characteristics of railroad foundation systems that include the railroad ties, the ballast, and the sub-base layers ...
Aplicação de software para cálculo da capacidade de carga de fundações profundas
(Universidade Federal do Pampa, 2017)
Contribution of engineering geology for the construction of a new museum gallery over an archaeological site at Lorvao Monastery, Portugal
The rehabilitation of the Lorvao Monastery in Penacova, Portugal, included the construction of a new steel structure to house a museum gallery. The implementation of an archaeological excavation prior to construction ...
Análise comparativa de soluções de fundação para um edifício localizado em Toledo-PR
(Universidade Tecnológica Federal do ParanáToledoBrasilEngenharia CivilUTFPR, 2021-11-30)
The present work consists of a technical and economic comparative analysis of different foundation solutions from a sizing and budget, looking for the most suitable one for a building located in Toledo-PR. The possible ...
Energy Ratio (E-R) for the Standard Penetration Test Based on Measured Field Tests
(Brazilian Soc Soil Mechanics & Geotechnical Engineering, 2017-05-01)
The Standard Penetration Test (SPT) is often used to estimate the soil parameters for geotechnical design projects, using the N SPT index. However, these estimates are performed based on empirical correlations without any ...
An engineering geological appraisal of the chamshir dam foundation using dmr classification and kinematic analysis, southwest of iran
(UNIVERSIDAD NACIONAL DE COLOMBIA, 2011)
This paper describes the results of engineering geological investigations and rock mechanics studies carried out at the proposed Chamshir dam site. It is proposed that a 155 m high solid concrete gravity-arc dam be built ...