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Influence of backfill soil shear strength parameters on retaining walls stability
(Pontificia Universidad Catolica de Chile, Escuela de Construccion Civil, 2017)
One of the problem of geotechnical engineering is the analysis of the retaining walls stability, where are several uncertainty sources. Some of these uncertainties relate to the inherent variability of fill soil, retained ...
Comparação de estruturas de contenção com variação de altura em obras de infraestrutura
(Universidade Federal de São CarlosUFSCarCâmpus São CarlosEngenharia Civil - ECiv, 2020-12-15)
Although recurrent use of retaining walls in different situations, there is few technical and scientific material on the subject. The Brazilian standard has a large deficiency in this area and it is often necessary to use ...
Seismic lateral movement prediction for gravity retaining walls on granular soils
(ELSEVIER SCI LTD, 2011)
At present, methods based on allowable displacements are frequently used in the seismic design of earth retaining structures. However, these procedures ignore both the foundation soil deformability and the seismic amplification ...
Seismic response of retaining walls with cohesive backfill: Centrifuge model studies
(2016)
Observations from recent earthquakes show that retaining structures with non-liquefiable backfills perform extremely well; in fact, damage or failures related to seismic earth pressures are rare. The seismic response of a ...
Comparação entre sistemas de contenção de subsolo: parede diafragma e estacas justapostas
(Universidade Federal de São CarlosUFSCarCâmpus São CarlosEngenharia Civil - ECiv, 2021-01-05)
The process of choosing a soil retaining system for underground buildings is based on techniques and economics parameters. There are two very common soil retaining systems in Brazil: Diaphragm Walls and Bored Pile Walls. ...
Seismic Earth Pressures on Retaining Structures and Basement Walls in Cohesionals Soils
(2016)
Observations of the performance of basement walls and retaining structures in recent earthquakes show that failures of basement or deep-excavation walls in earthquakes are rare even if the structures were not designed for ...
Experimental modeling of seismic earth pressures on retaining walls
(Soil Dynamics and Earthquake Engineering, 2016-09-21)
Experimental modeling of seismic earth pressures on retaining walls
(Soil Dynamics and Earthquake Engineering, 2016-09-21)
Seismic response of retaining walls with cohesive backfill: Centrifuge model studies
(2016)
Observations from recent earthquakes show that retaining structures with non-liquefiable backfills perform extremely well; in fact, damage or failures related to seismic earth pressures are rare. The seismic response of a ...