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Two-dimensional modelling evaluation of laterally loaded piles based on three-dimensional analyses
- Source :
- Geomechanics and Geoengineering. 15:263-280
- Publication Year :
- 2019
- Publisher :
- Informa UK Limited, 2019.
-
Abstract
- The soil in front of a laterally loaded pile moves around it in a three-dimensional (3D) manner, a type of soil-pile interaction that cannot be accounted for in general by two-dimensional (2D) plan...
- Subjects :
- business.industry
0211 other engineering and technologies
Plan (archaeology)
Dimensional modeling
02 engineering and technology
Structural engineering
Geotechnical Engineering and Engineering Geology
021105 building & construction
Lateral deflection
business
Pile
Geology
021101 geological & geomatics engineering
Front (military)
Subjects
Details
- ISSN :
- 17486033 and 17486025
- Volume :
- 15
- Database :
- OpenAIRE
- Journal :
- Geomechanics and Geoengineering
- Accession number :
- edsair.doi...........fb92f108963bb3e0094223716d5c7403