Numerical Evaluation of Pile Foundations in Tropical Soils of the Federal District of Brazil by Means of a Semi-Analytical Mathematical Procedure Numerical Evaluation of Pile Foundations in Tropical Soils of the Federal District of Brazil by Means of a Semi-Analytical Mathematical ProcedureĬomparison of geotechnic softwares - Geo FEM, Plaxis, Z-Soil Comparison of geotechnic softwares - Geo FEM, Plaxis, Z-Soil
#SLOPE STABILITY PLAXIS 2D PDF SKIN#
Shear Skin Transfer of Concrete Bored Piles Testing and Modelling Shear Skin Transfer of Concrete Bored Piles Testing and Modelling
#SLOPE STABILITY PLAXIS 2D PDF SOFTWARE#
Numerical evaluation of bored piles in tropical soils by means of the geo-technical engineering “GEO4” Fine Software Numerical evaluation of bored piles in tropical soils by means of the geo-technical engineering “GEO4” Fine SoftwareĮxperimental and Numerical Analyses of Bored Pile Foundations in a Tropical Soil Experimental and Numerical Analyses of Bored Pile Foundations in a Tropical Soilĭesign and Construction Aspects of the Largest “Pile Curtain” Retaining Structure Built in the Tropical Soil of the Brazilian Central Area Design and Construction Aspects of the Largest “Pile Curtain” Retaining Structure Built in the Tropical Soil of the Brazilian Central Area Numerical evaluation of deep foundations in a tropical soil of Brazil Numerical evaluation of deep foundations in a tropical soil of Brazil Myslbekova street – Prasny bridge (Mypra) section of the city circle road primary and secondary tunnel lining design methodology Myslbekova street – Prasny bridge (Mypra) section of the city circle road primary and secondary tunnel lining design methodology Stability problems of abandoned clay pits in Budapest Stability problems of abandoned clay pits in Budapest Slope stability assessment of weathered clay by using field data and computer modelling: a case study from Budapest Slope stability assessment of weathered clay by using field data and computer modelling: a case study from Budapest civil engineering software Lusitanian timber framed masonry via FINE Ltd. Lusitanian timber framed masonry via FINE Ltd. Hazards of quarrying activity: A finite element modelling of human-induced risk of land subsidence above cellar systems cut into porous limestone Variability of soil layers parameters affecting factor of safety and liquefaction have been studied for slopes.Sheeting wall analysis by the method of dependent pressures Sheeting wall analysis by the method of dependent pressuresĭesign of sheet piling for the prague metro line C Design of sheet piling for the prague metro line Cĭesign of diaphragm walls according to EN 1997-1:2004 Eurocode 7 Design of diaphragm walls according to EN 1997-1:2004 Eurocode 7 Four examples are providing to evaluation liquefaction effect and determination factor of safety as well as potential for liquefaction of soils. Liquefaction phenomenon which has produced to severe damage all over the world was studied under earthquake record of 0.5 g. Increasing embankment height and flattering it can enhance stability and reduced liquefaction zone. This study also investigated the effect of embankment height and its slopes (geometry) on stability and liquefaction due to the earthquake. For simple homogenous soil slopes, it was found that the results from these methods are generally in good agreement. The applicability of the analysis is demonstrated by analysis various slope and embankments subjected to 0.5 g dynamic load due to earthquake shaking. The critical slip surface and factor of safety is obtained by using finite element, limit equilibrium, Morgenston – Price, and strength reduction and other method available in the used software. The objective of this paper is to study the effect of earthquake shaking on slope stability using Geo Studio software 2007 and Plaxis 2D Program. Often, different professionals analyzing the same problem will estimate a wide variation in expected performance. Analysis of the static and seismic stability of natural and manmade slopes and embankments is a challenging geotechnical problem.