The vertical capacity of grillage foundations [PDF]
, 2011 Grillage foundations may provide an economical alternative to offshore ‘mudmat' foundations for seabed infrastructure, owing to their improved hydrodynamic characteristics, which are important during installation.
Bransby, M.F. +3 more
core +3 more sources
Effects of vertical loading on lateral screw pile performance [PDF]
, 2017 The offshore wind energy sector faces new challenges as it moves into deeper water deployment. To meet these challenges, new and efficient foundation solutions are required.
Al-Baghdadi, Therar +3 more
core +2 more sources
Effect of Eccentricity in Sandy Slope of Laterally Loaded Single Pile
Civil and Environmental Engineering, 2019 An experimental study was proposed to understand the behaviour of single pile in sloping ground with various eccentricity. Cohesionless soil was used for conducting experiments with a horizontal ground and with a slope of 1V:2H. With calculated stiffness
Sivapriya S.V. +4 more
doaj +1 more source
Model tests on piled raft subjected to lateral soil movement [PDF]
, 2017 Passive loadings due to lateral soil movement-induced activities are highly influencing the serviceability and safety of constructions. This research aims to investigate the influence of axial loads, sand density and the depth of moving soil on the ...
Al-Abboodi, I, Toma-Sabbagh, TM
core +2 more sources
Construction of simplified design p-y curves for liquefied soils [PDF]
, 2017 In practice, laterally loaded piles are most often modelled using a ‘Beam-on-Nonlinear-Winkler-Foundation’ (BNWF) approach. While well calibrated p-y curves exist for non-liquefied soils (e.g. soft clay and sands), the profession still lacks reliable p-y
Bhattacharya, S. +5 more
core +2 more sources
“Analysis of The Lateral Response of A Reinforced Concrete Pile Penetrated In Sand Soil Using Finite Element” [PDF]
Pile foundations are slender elements, underneath a major structure, frequently used for many decades as load carrying and load transferring systems from shallow inadequate subsurface soil layers to deep and stiff bearing strata with high degree of ...
Alkhaddar, R +3 more
core
Pile Performance Assessment under Induced Lateral Loading [PDF]
, 2016 This research work focuses on determining the internal force distribution in piles from displacement measurements when the piles no longer behave fully elastically.
Fuentes, R, Rontogianni, S
core
Nonlinear response of laterally loaded piles and pile groups [PDF]
International Journal for Numerical and Analytical Methods in Geomechanics, 2008 AbstractIn spite of extensive studies on laterally loaded piles carried out over years, none of them offers an expedite approach as to gaining the nonlinear response and its associated depth of mobilization of limiting force along each pile in a group. To serve such a need, elastic–plastic solutions for free‐head, laterally loaded piles were developed ...
openaire +3 more sources
Effect of Sand Relative Density on Response of a Laterally Loaded Pile and Sand Deformation
Journal of Chemistry, 2015 Two scale-model tests were separately conducted in standard Toyoura sand with relative density of 50% and 80%. The effect of sand relative density on pile-soil interaction was investigated through the response of a laterally loaded pile and the sand ...
Bingxiang Yuan +8 more
doaj +1 more source
Analisis Stabilitas Lereng Pada Tanah Clay Shale Proyek Jalan Tol Semarang-solo Paket VI Sta 22+700 Sampai Sta 22+775 [PDF]
, 2014 The aim of this thesis was to analyze the slope stability on clay shale soil and to provide recommendations of design that meet the design criteria with the level of service based on the standard on the project Semarang-Solo toll road.
Alhadar, S. (Syafiq) +3 more
core