New Method for Prediction Pile Capacity Executed by Continuous Flight Auger (CFA)

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"New Method for Prediction Pile Capacity Executed by Continuous Flight Auger (CFA)"
written by Wael N. Abd Elsamee,
published by Engineering, Vol.5 No.4, 2013

has been cited by the following article(s):

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CrossRef

[1]	Pile group in clay subjected to cyclic lateral load: Numerical modelling and design recommendation
	Marine Georesources & Geotechnology, 2024

[2]	Laboratory study on bearing capacity of batter rock-socketed pile group under combined loads
	Marine Georesources & …, 2023

[3]	Alternative Method of Calculation of Pile Bearing Capacity Using Graphical Correction N-SPT
	Jurnal Multidisiplin …, 2023

[4]	Design of an energy pile based on CPT data using soft computing techniques
	Infrastructures, 2022

[5]	Design of Ram-Compacted Bearing Base Piling Foundations by Simple Numerical Modelling Approach and Artificial Intelligence Technique
	2021

[6]	Field study on soft soil improvement using continuous flight auger (CFA) piles
	GEOMATE …, 2021

[7]	Laboratory Model Study on the Pile-Forming Mechanisms and Bearing Deformation Characteristics of CFA Piles
	Advances in Civil Engineering, 2021

[8]	ANALYSIS AND ASSESSMENT OF LARGE DIAMETER PILE
	2020

[9]	Standardization of sub-structure design of subsidized housing in South Kalimantan
	2020

[10]	Numerical modelling for design of ram-compacted bearing base piling foundations
	2020

[11]	Measured and Predicted Response of Pile Groups in Soft Clay Subjected to Cyclic Lateral Loading
	2018

[12]	Analysis of pile-raft foundations non-rested and directly rested on soil
	2018

[13]	Aplicação da lógica fuzzy no controle do desempenho de estacas hélice contínua
	2017

[14]	Controle do Desempenho de Estacas Hélice Contínuas através da Lógica Fuzzy
	2016

[15]	LİMAN YAPISINDA KAZIK YÜKLEME DENEYİ
	2015

[16]	Large-scale pilot test study on bearing capacity of sea-crossing bridge main pier pile foundations
	Geomechanics and Engineering, 2014

[1]	Pile group in clay subjected to cyclic lateral load: Numerical modelling and design recommendation Marine Georesources & Geotechnology, 2024 DOI:10.1080/1064119X.2022.2150103

[2]	The vertical loading tests of single and group piles by centrifuge modelling International Journal of Geotechnical Engineering, 2024 DOI:10.1080/19386362.2024.2376532

[3]	Laboratory study on bearing capacity of batter rock-socketed pile group under combined loads Marine Georesources & Geotechnology, 2024 DOI:10.1080/1064119X.2023.2292202

[4]	Laboratory study on bearing capacity of batter rock-socketed pile group under combined loads Marine Georesources & Geotechnology, 2023 DOI:10.1080/1064119X.2023.2292202

[5]	Design of an Energy Pile Based on CPT Data Using Soft Computing Techniques Infrastructures, 2022 DOI:10.3390/infrastructures7120169

[6]	Pile group in clay subjected to cyclic lateral load: Numerical modelling and design recommendation Marine Georesources & Geotechnology, 2022 DOI:10.1080/1064119X.2022.2150103

[7]	Design of an Energy Pile Based on CPT Data Using Soft Computing Techniques Infrastructures, 2022 DOI:10.3390/infrastructures7120169

[8]	Design of an Energy Pile Based on CPT Data Using Soft Computing Techniques Infrastructures, 2022 DOI:10.3390/infrastructures7120169

[9]	Laboratory Model Study on the Pile-Forming Mechanisms and Bearing Deformation Characteristics of CFA Piles Advances in Civil Engineering, 2021 DOI:10.1155/2021/4827596

[10]	Laboratory Model Study on the Pile‐Forming Mechanisms and Bearing Deformation Characteristics of CFA Piles Advances in Civil Engineering, 2021 DOI:10.1155/2021/4827596

[11]	Standardization of sub-structure design of subsidized housing in South Kalimantan Journal of Physics: Conference Series, 2020 DOI:10.1088/1742-6596/1450/1/012026

[12]	Measured and Predicted Response of Pile Groups in Soft Clay Subjected to Cyclic Lateral Loading International Journal of Geomechanics, 2018 DOI:10.1061/(ASCE)GM.1943-5622.0001188

[13]	Large-scale pilot test study on bearing capacity of sea-crossing bridge main pier pile foundations Geomechanics and Engineering, 2014 DOI:10.12989/gae.2014.7.2.201

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