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Consolidation and Settlement
This chapter contains sections titled:
Introduction
Interpretation of Standard Oedometer Test Results and the “Omnipotence of Tradition”
Behavior of Residual Soils
Consolidation Behavior after Remolding
Values of Stiffness Parameters for Residual Soils
Time Rate and Estimation of the Coefficient of Consolidation
Rate of Consolidation for Surface Foundations on Deep Soil Layers
Examples of Settlement Estimates
Accuracy of Settlement Estimates Based on Oedometer Tests
Allowable Differential Settlement for Surface Foundations on Residual Soil
References
Consolidation and Settlement
This chapter contains sections titled:
Introduction
Interpretation of Standard Oedometer Test Results and the “Omnipotence of Tradition”
Behavior of Residual Soils
Consolidation Behavior after Remolding
Values of Stiffness Parameters for Residual Soils
Time Rate and Estimation of the Coefficient of Consolidation
Rate of Consolidation for Surface Foundations on Deep Soil Layers
Examples of Settlement Estimates
Accuracy of Settlement Estimates Based on Oedometer Tests
Allowable Differential Settlement for Surface Foundations on Residual Soil
References
Consolidation and Settlement
Wesley, Laurence D. (author)
2010-08-25
48 pages
Article/Chapter (Book)
Electronic Resource
English
consolidation and settlement , uncertainty in surface foundation settlement estimates ‐ on residual soils and unknown pore pressure states , behavior differences in residual and sedimentary soils ‐ associated with consolidation characteristics , compression behavior of residual soils ‐ principal aspects , stiffness parameter values ‐ for residual soils
Wiley | 2016
|Compressibility, Consolidation, and Settlement
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|Settlement due to Consolidation
British Library Online Contents | 2015
|Settlement Rate-Settlement Method for Radial Consolidation (SRSM-RC)
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|Consolidation analysis using the settlement rate-settlement (SRS) method
Online Contents | 2010
|