Amanote Research

Amanote Research

    RegisterSign In

Supporting Effects of Base Layers on the Lateral Pile Performance

doi 10.11159/icgre19.118
Full Text
Open PDF
Abstract

Available in full text

Date

April 1, 2019

Authors
Stefan Jung
Publisher

Avestia Publishing


Related search

Effect of Pile Diameter on Base Resistance of Non-Displacement Pile in Sand

Transactions of the Architectural Institute of Japan
1979English

Influence of Number of Geosynthetic Layers on the Performance of Geosynthetic-Reinforced Pile-Supported Earth Platforms on Soft Soil: Numerical Study

DEStech Transactions on Materials Science and Engineering
2017English

Probabilistic Reasoning Based on Layers of Knowledge Base.

Journal of Computer Science and Cybernetics
2012English

Lateral Behavior of Pile Foundations During Partial Liquefaction

2018English

Lateral Pile-Group Response Under Seismic Loading.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1983English

Discussion on Ultimate Lateral Resistance of Pile in Clayey Ground During Earthquake

Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering)
2016English

Ultimate Lateral Load Resistance of Laterally Loaded Pile

2008English

Influences of Pile Group Effects on Wave Forces on an Offshore Bridge Pile-Cap Foundation

Challenges
2017English

2089 Lateral Load-Displacement Relationship of Single Pile in Lateral Load Test(Structures)

Transactions of the Architectural Institute of Japan Summaries of Technical Papers
1967English

Amanote Research

Note-taking for researchers

Follow Amanote

© 2025 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy