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Estudo do comportamento de solos através de ensaios de placa de diferentes diâmetros
(Universidade Federal de Santa MariaBREngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia Civil, 2007-06-15)
The dimensioning of shallow foundations requires the professional to define clearly and objectively, for the soil in question, the load capacity and forecast the settlings of the foundation submitted to the structure having ...
Avaliação da capacidade de carga geotécnica em estacas a partir dos métodos semiempíricos e provas de carga estáticas
(Universidade Federal de Santa MariaBrasilEngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia CivilCentro de Tecnologia, 2022-07-26)
This research presents, in a first step, a study on the behavior of excavated piles of 30 cm in diameter submitted to static load test tests in an experimental field located in the city of Cruz Alta/RS, followed by a study ...
CoreLB: uma proposta de balanceamento de carga na rede com Openflow e SNMP
(Universidade do Vale do Rio dos Sinos, 2016-08-18)
Currently, most services balance the load between distinct hosts forwarding connections with a load balance strategy in front. Usually, a dedicated appliance is responsible to performthe balance and may be a fault point ...
CoreLB: uma proposta de balanceamento de carga na rede com Openflow e SNMP
(Universidade do Vale do Rio dos Sinos, 2016-08-18)
Currently, most services balance the load between distinct hosts forwarding connections with a load balance strategy in front. Usually, a dedicated appliance is responsible to performthe balance and may be a fault point ...
Comportamento à compressão de estacas escavadas de pequeno diâmetro em solo sedimentar na região de Santa Maria
(Universidade Federal de Santa MariaBREngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia Civil, 2006-10-27)
In this work we study the behavior of excavated small-diameter props to the executed compression in sedimentary soil at the Experimental testing site of Geotechnical Engineering at UFSM(CEEG/UFSM). In geotechnical engineering ...
Estudo do comportamento à compressão de estacas metálicas curtas em solo sedimentar
(Universidade Federal de Santa MariaBREngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia Civil, 2008-02-29)
The present work aims at analyzing the behavior of short metallic piles type
profile "H", W 150 x 22,5, submitted to static load test to compression, executed in 3, 4
and 5m depths, in sedimentary ground at the Experimental ...
Comportamento à compressão de estacas escavadas de pequeno diâmetro em campo experimental na cidade de Cruz Alta/RS
(Universidade Federal de Santa MariaBrasilEngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia CivilCentro de Tecnologia, 2020-07-22)
In this work, the behavior of short and small diameter excavated piles submitted to
tests of static load to compression, performed in an experimental field in the city of
Cruz Alta / RS, is evaluated. At the research ...