Results 21 to 30 of about 49,936 (303)
Structural analysis of pile cap as onshore wind turbine foundation
Revista IBRACON de Estruturas e Materiais, 2021 : This paper analyzes the structural behavior of reinforced concrete pile caps as onshore wind turbine foundations using eight models based on the finite element method (FEM).
Kaique Yuri Marcio Araújo +2 more
doaj +1 more source
Performance of the ATLAS Trigger System in 2010 [PDF]
, 2012 Proton–proton collisions at √s=7 TeV and heavy ion collisions at √sNN=276 TeV were produced by the LHC and recorded using the ATLAS experiment’s trigger system in 2010.
Aad, G. +4 more
core +1 more source
Advances in Civil Engineering, 2020 The thickness, reinforcement, and concrete strength grade of railway caps in China are generally determined according to the force, yet the method for calculating the force is unclear.
Hongmeng Huang, Lu Cui, Wei Lu
doaj +1 more source
Granular size segregation in underwater sand ripples [PDF]
, 2004 We report an experimental study of a binary sand bed under an oscillating water flow. The formation and evolution of ripples is observed. The appearance of a granular segregation is shown to strongly depend on the sand bed preparation.
Andersen +20 more
core +1 more source
Journal of Rock Mechanics and Geotechnical Engineering, 2023 In this research, two shake table experiments were conducted to study the effects of non-liquefiable crust layer and superstructure mass on the responses of two sets of 2 × 2 pile groups to liquefaction-induced lateral spreading.
S. Mohsen Haeri +4 more
doaj +1 more source
Cassini detection of Enceladus' cold water-group plume ionosphere [PDF]
, 2009 This study reports direct detection by the Cassini plasma spectrometer of freshly-produced water-group ions (O+, OH+, H2O+, H3O+) and heavier water dimer ions (HxO(2))(+) very close to Enceladus where the plasma begins to emerge from the plume.
Coates, AJ +8 more
core +1 more source
Lateral Response of 2 x 2 Pile Group Embedded in Cohesive Soil Near Slope
U.Porto Journal of Engineering, 2023 This work studies the response of a 2 x 2 pile group near a slope subjected to lateral load. Three-dimensional, non-linear finite element analysis is carried out. The entire code is developed in FORTRAN 90.
Avinash Navale +2 more
doaj +1 more source
Multiwavelength study of RX J2015.6+3711: a magnetic cataclysmic variable with a 2-hr spin period [PDF]
, 2015 The X-ray source RX J2015.6+3711 was discovered by ROSAT in 1996 and recently proposed to be a cataclysmic variable (CV). Here we report on an XMM-Newton observation of RX J2015.6+3711 performed in 2014, where we detected a coherent X-ray modulation at a
Campana, Sergio +6 more
core +3 more sources
Bridge distress caused by approach embankment settlement [PDF]
, 2008 Surtees Bridge, which carries the A66(T) over the River Tees near Thornaby-on-Tees in the UK, has been showing signs of distress that predate its opening in 1981.
Allied Exploration and Geotechnics Limited +20 more
core +1 more source
Analysis of the influence of column reinforcement anchorage length in a concrete two-pile cap
Revista IBRACON de Estruturas e Materiais, 2018 This paper describes the parametric analysis applied to assess the influence of column anchorage-reinforcement length on concrete two-pile caps under uniform compression. The non-linear numerical analysis was conducted with the bi-dimensional elements of
R. P. RANDI +3 more
doaj +1 more source