Nonlinear analysis of single model piles subjected to lateral load in sloping ground [PDF]
Uncertainty associated due to soil-pile interface and unreliable assessment of the pile bearing capacity constructed in sloping ground have been cited as barriers to the wide utilizations of the deep foundations in sloping ground.
Al Khaddar, RM +3 more
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Bearing capacities of single piles under combined HM loading near slopes
Frontiers in Materials, 2023 Piles are widely used to transfer the horizontal load of high-rise buildings, transmission towers, and bridges, especially for superstructures constructed near slopes.
Meihua Bian +4 more
doaj +1 more source
Performance of axially loaded single pile embedded in cohesive soil with cavities [PDF]
, 2017 The stability of a single model pile located adjacent to a continuous cavity was studied. This paper is an attempt to understand the behaviour of axially loaded single pile embedded in clayey soil with the presences of cavities.
Al-Jazaairry, AA, Toma-Sabbagh, TM
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Modeling Laterally Loaded Single Piles Accounting for Nonlinear Soil-Pile Interactions
Journal of Engineering, 2013 The nonlinear behavior of a laterally loaded monopile foundation is studied using the finite element method (FEM) to account for soil-pile interactions.
Maryam Mardfekri +2 more
doaj +1 more source
In situ root identification through blade penetrometer testing – Part 1:interpretative models and laboratory testing [PDF]
, 2018 Root architecture and reinforcement are important parameters to measure the safety of vegetated slopes and stream banks against slope instability and erosion or to assess the stability of plants against environmental loading (e.g.
Bengough, Anthony +6 more
core +3 more sources
Pile Head Cyclic Lateral Loading of Single Pile [PDF]
Geotechnical and Geological Engineering, 2014 This paper presents an elastic continuum model using an extended nonlinear Davies and Budhu equations, which enables the nonlinear behavior of the soil around the long elastic pile to be modeled using a simple expression of pile-head stiffness method. The calculated results were validated with the measured full-scale dynamic field tests data conducted ...
N.M, Sa’don +3 more
openaire +2 more sources
Frozen Soil Lateral Resistance for the Seismic Design of Highway Bridge Foundations [PDF]
, 2012 INE/AUTC 12 ...
Ge, Xiaoxuan +3 more
core
RC pile-soil interaction analysis using a 3D-finite element method with fibre theory-based beam elements [PDF]
, 2007 To evaluate the overall response of a structural system including its foundation and surrounding soil, an equivalent finite element model with reduced degrees of freedom using fibre theory-based beam element was proposed.
18339 +3 more
core +1 more source
Simplified Design Method of Laterally Loaded Rigid Monopiles in Cohesionless Soil
Journal of Marine Science and EngineeringThis paper presents a simplified design method for laterally loaded rigid monopiles in cohesionless soil. The proposed design method is based on a constant depth of the rotation point and a bi-linear distribution of soil lateral reaction along the ...
Ruping Luo +4 more
doaj +1 more source
Journal of Engineering, 2010 Micropiles are small diameter, cast in – place or grouted piles with steel pipes of (50 to 300 mm) diameters and driven by boring machine. Despite their small wall thickness, high bearing capacity of micropiles provides both axial and pullout resistance.
Mohammed Y. Fattah +2 more
doaj +1 more source