A platform for research: civil engineering, architecture and urbanism
Incremental Consolidation by Oedometer
This chapter contains sections titled:
Scope and Summary
Typical Materials
Background
Typical Values
Calibration
Specimen Preparation
Procedure
Precision
Detecting Problems with Results
Reference Procedures
References
Incremental Consolidation by Oedometer
This chapter contains sections titled:
Scope and Summary
Typical Materials
Background
Typical Values
Calibration
Specimen Preparation
Procedure
Precision
Detecting Problems with Results
Reference Procedures
References
Incremental Consolidation by Oedometer
Germaine, John T. (author) / Germaine, Amy V. (author)
2009-05-20
40 pages
Article/Chapter (Book)
Electronic Resource
English
Stress History and Normalized Soil Engineering Properties (SHANSEP) approach , consolidation occurring at constant degree of saturation , incremental consolidation by oedometer , standard oedometer ‐ device for incremental loading consolidation test , volume change‐ important behavior of particulate materials
Oedometer Consolidation Test Analysis by Nonlinear Regression
British Library Online Contents | 2008
|Oedometer Consolidation Test Analysis by Nonlinear Regression
Online Contents | 2008
|Wiley | 2015
|Consolidation of Soft Clays through Radial Flow Using Hydraulically Pressurized Oedometer
Springer Verlag | 2013
|Consolidation behavior around p~c value by inter-connected oedometer test
British Library Conference Proceedings | 2005
|