Model Test on Uplift Capacity of Pile Anchors in Cohessionless Soil

International Journal of Research in Engineering and Technology

doi 10.15623/ijret.2015.0413002

Full Text

Abstract

Available in

Date

Authors

Publisher

eSAT Publishing House

Related search

Study on Bearing Capacity of Nodular Cylinder Pile by Scaled Model Test

Journal of Structural and Construction Engineering (Transactions of AIJ)
1987English

Model Vibration Test of Tower-Pile Foundation-Soil Systems

Proceedings of the Japan Society of Civil Engineers
1983English

Bearing Capacity of Soil Bags on Soft Ground Reinforced by Bamboo Pile

International Journal of GEOMATE
BuildingGeotechnical EngineeringSoil ScienceEngineering GeologyConstructionEnvironmental Engineering
2019English

Study on Vertical Bearing Capacity of a Quasi-Static Pile Loading Test Using Spring at Pile Head

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
1999English

Pile End-Bearing Capacity of Sand Related to Soil Compressibility.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
2001English

Real Time Dynamic Test on a Model Pile Foundation

Proceedings of the Japan Society of Civil Engineers
1972Catalan

The Uplift Resistance of Pipes and Plate Anchors Buried in Sand

Geotechnique
EarthPlanetary SciencesEngineering GeologyGeotechnical Engineering
2008English

Errata for “Uplift Behavior of Blade-Underreamed Anchors in Silty Sand”

Journal of Geotechnical and Geoenvironmental Engineering - ASCE
Geotechnical EngineeringEngineering GeologyEnvironmental Science
2004English

Discussion of “Uplift Capacity of Anchors in Layered Sand Using Finite-Element Limit Analysis: Formulation and Results” by Paramita Bhattacharya and Jyant Kumar

International Journal of Geomechanics
Geotechnical EngineeringSoil ScienceEngineering Geology
2017English

Amanote Research

Note-taking for researchers

Follow Amanote

© 2026 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy