Investigation of lateral load resistance of laterally loaded pile in sandy soil [PDF]
, 2003 Investigation of the lateral load resistance of pile is made by laboratory model test on single and group piles. The experiments are carried out with varying size, spacing of piles in group and length to diameter ratio (L/d) of the piles.
Alim, M.A. +2 more
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Study on p-y models for large-diameter pile foundation based on in-situ tests of offshore wind power
Yantu gongcheng xuebao, 2021 Large steel pipe pile is the most commonly used foundation structure for offshore wind power. However, the adopted design methods for large-diameter piles are p-y models, which are originally proposed based on many small-diameter pile tests for offshore ...
WANG Wei 1, YANG Jun-yi 2, LIU Jian-ping 2
doaj +1 more source
Application of wavelet analysis in tool wear evaluation using image processing method [PDF]
, 2018 Tool wear plays a significant role for proper planning and control of machining parameters to maintain the product quality. However, existing tool wear monitoring methods using sensor signals still have limitations.
Lee, Woon Kiow +5 more
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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
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PERFORMANCE OF LATERALLY LOADED MODEL FINNED PILES IN CLAY SOIL [PDF]
Journal of Engineering Research - Egypt, 2018 Finned piles are a novel pilling technique which is used as a foundation for many structures such as: transmission towers, bridge abutments, ocean engineering structures, marine dolphins, dock-fendering systems and moorings that subjected predominantly ...
Mohamed Sakr, Wasiem Azzam, Moataz Wahba
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Pipelines and Laterally Loaded Piles in Elastoplastic Medium
Journal of Geotechnical Engineering, 1993 The uplift behavior of a shallow pipeline embedded in an elastoplastic medium is examined. An analytical solution for a beam on elastoplastic foundation is developed and a characteristic nondimensional load‐displacement and stress‐displacement relationship are presented.
Rajani, B. B., Morgenstern, N. R.
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Development οf an algorithm for computation and visualization of internal forces in 3D structural elements: application to the non-linear lateral response of piles [PDF]
, 2014 105 σ.Σκοπός της παρούσας διπλωματικής είναι η ανάπτυξη αλγορίθμου για τον υπολογισμό εντατικών μεγεθών σε τριδιάστατα δομικά στοιχεία και η εφαρμογή του σε μεμονωμένους πασσάλους και πασσαλομάδα από οπλισμένο σκυρόδεμα.
Panopoulos, Vasileios G. +1 more
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Fuzzy analysis of laterally-loaded pile in layered soil
Vietnam Journal of Mechanics, 2014 A fuzzy finite-element method for analysis of laterally loaded pile in multi-layer soil with uncertain properties is presented. The finite-element formulation is established using a beam-on-two-parameter foundation model.
Pham Hoang Anh
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Behavior of laterally loaded small scale barrettes in sand
Ain Shams Engineering Journal, 2013 This paper aims to investigate the response of laterally loaded rectangular cross sectional barrettes. Twenty-eight model tests for laterally loaded barrette were investigated to study the effect of sand relative density, aspect ratio of pile cross ...
A.Z. El Wakil, Ashraf K. Nazir
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Centrifuge modelling of monopiles in dense sand at The Technical University of Denmark [PDF]
, 2012 The pile-soil interaction is of great importance in the design of monopiles supporting offshore wind turbines. Especially the predication of accumulation of rotations, change in stiffness and damping is difficult.
Hededal, Ole +2 more
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