Buckling failure mechanism and critical buckling load prediction method of super-long piles in soft-clay ground in deep water
Author:
Publisher
Elsevier BV
Subject
Ocean Engineering,Environmental Engineering
Reference48 articles.
1. On the behavior of piles in non-cohesive soil under combined horizontal and vertical loading;Achmus;Acta Geotechnica,2010
2. A new design chart for estimating friction angle between soil and pile materials;Aksoy;Geomech. Eng.,2016
3. Numerical modeling of interaction between dip-slip fault and shallow foundation;Baziar;Bull. Earthq. Eng.,2014
4. Pile Instability during Earthquake Liquefaction;Bhattacharya,2003
5. A reconsideration of the safety of piled bridge foundations in liquefiable Soils;Bhattacharya;Soils Found.,2005
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1. Assessing the impact of inertial load on the buckling behavior of piles with large slenderness ratios in liquefiable deposits;Soil Dynamics and Earthquake Engineering;2024-01
2. Short-Term Power Load Forecasting Based on Feature Filtering and Error Compensation under Imbalanced Samples;Energies;2023-05-16
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