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This study was designed to quantify the operational performance and costs of removing slash piles using a roll-off trucking system in mountainous conditions in northern California.
Based on these parameters, new formulae covering the range of tested conditions (0.028 ≤ H/h ≤ 0.593, 0.042 ≤ h/L ≤ 0.861, 0.003 ≤ D/L ≤ 0.206) are developed to predict regular non-breaking wave run-up on single piles using a combination of the M5 model tree and nonlinear regression techniques.
Chioui and Chenu (2007) presented an equivalent model for a linear pile soil interaction of laterally loaded piles using a set of equivalent soil springs.
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Make a pile using a rake.
Kumar (1992) investigated the behavior of laterally loaded single piles and piles group using a three-dimensional non-linear finite element modeling.
Hungry children digging through garbage piles using shovels from a Mickey and Minnie Mouse sand-castle set.
Termite balls were carefully removed from the egg piles using forceps under a stereoscope.
Kumar (1992) investigated the behavior of laterally loaded single piles and pile groups using a three-dimensional nonlinear finite element modeling.
They also seek cover in naturally occurring and man-made brush piles, using them both for shelter and for food.
Build your piles using aces as foundations.
Masoumi, H. R. & Degrande, G. Numerical modeling of free field vibrations due to pile driving using a dynamic soil-structure interaction formulation.
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