Chapter
Mar 23, 2023

An Evaluation of Incremental, Constant Rate of Strain and Constant Pressure Ratio Consolidation Testing

Publication: Geo-Congress 2023

ABSTRACT

Consolidation testing is an essential part of geotechnical testing, particularly for settlement analyses and staged construction. Two of the most common tests are incremental loading and constant rate of strain tests. Incremental loading tests hold a particular load over a 24-h duration, typically taking about a week to run, providing limited stress-strain data points, and measures secondary compression characteristics. Constant rate of strain tests holds the rate of strain constant throughout the test, can take about two to three days to run depending on the strain rate, provides a near continuous stress-strain diagram, and limited measurements of secondary compression. This paper presents an alternative to these consolidation testing methods. First proposed in the early 1980s, the constant pressure ratio consolidation test varies the strain rate to maintain the ratio of excess pore pressure to total stress constant throughout the test. To maintain this ratio, a computer is required to loop the strain rate to hold the ratio of the excess pore pressure to total stress to the desired level. An experimental program consisting of 16 re-sedimented Boston blue clay compared the results of the three consolidation test methods. The experimental program also examined conditions unique to the constant pressure ratio method, namely the update time interval. The results for the constant pressure ratio test indicate the test finishes within hours, often taking more time to set up and saturate the sample up than to run the test. The constant pressure ratio test provides similar a near continuous stress-strain and similar coefficients of consolidation across the three tests. The constant pressure ratio test provides limited measurements of secondary compression, like the constant rate of strain test. The update time interval tells the software how often to loop and update the strain rate to maintain the pressure ratio. This paper demonstrates that the constant pressure ratio consolidation test provides results faster than the two common consolidation tests, while providing similar results to both tests.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

Abdulhadi, N. O. (2003). An Experimental Investigation into the Stress-Dependent Mechanical Behavior of Cohesive Soil with Application to Wellbore Instability. Civil Engineering. Cambridge: Massachusetts Institute of Technology, Thesis.
Adams, A. L. (2008). Laboratory Evaluation of the Constant Rate of Strain and Constant Head Techniques for Measurement of the Hydraulic Conductivity of Fine Grained Soils. Cambridge: Massachusetts Institute of Technology, Thesis.
ASTM. (2011). ASTM D2435-11 - Standard Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading. West Conshohocken: American Society of Testing and Materials.
ASTM. (2012). ASTM D4186-12e1 - Standard Test Method for One-Dimensional Consolidation Properties of Saturated Cohesive Soils Using Controlled-Strain Loading. West Conshohocken: ASTM International.
Becker, D. E., Crooks, J., Been, K., and Jefferies, M. (1987). Work as a Criterion for Determining in situ and yield stresses in clay. Canadian Geotechnical Journal, 24(4), 549–564. doi:10.1139/t87-070.
Geocomp Products. (2018). Geocomp Lab Products Catalogue. Retrieved from Geocomp Products: http://www.geocomp.com/files/Prod_Specs/english/Geocomp-Lab-Products-Catalogue.pdf.
Germaine, J. T. (1982). Development of the Directional Shear Cell for Measuring Cross Anisotropic Clay Properties. Cambridge: Massachusetts Institute of Technology, Thesis.
Gonzalez, J. (2000). Experimental and Theoretical Investigation of Constant Rate of Strain Consolidation. Cambridge: Massachusetts Institute of Technology, Thesis.
House, R. D. (2009). A Comparison of the Behavior of Intact and Resedimented Boston Blue Clay (BBC). Cambridge: Massachusetts Institute of Technology, Thesis.
Janbu, N., Tokheim, O., and Senneset, K. (1981). Consolidation Test with Continuous Loading. Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, 1, 645–654.
Ladd, C. C., and DeGroot, D. J. (2003). Recommended Practice for Soft Ground Site Characterization: Arthur Casagrande Lecture. 1, pp. 1–55. Cambridge: 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering.
Ladd, R. (1965). Use of Electrical Pressure Transducers to Measure Soil Pressure. Massachusetts Institute of Technology, Soil Mechanics Division. Cambridge: Defense Technical Information Center. Retrieved from https://apps.dtic.mil/docs/citations/AD0636446.
Smith, R. E., and Wahls, H. E. (1969, March). Consolidation under Constant Rate of Strain. Journal of the Soil Mechanics and Foundations Division, 95(SM2), 519–539.
Taylor, D. (1948). Fundamentals of Soil Mechanics. New York: John Wiley & Sons, Inc.
Terzaghi, K. (1923). Die Berechnung der Durchlassigkeitsziffer des Tones aus dem Verlauf der Hydrodynamischen Spannungsercheinungen. 132(3/4), 125–138. Akademie der Wissenschaften, Vienna.
Wissa, A., Christian, J. T., Davis, E. H., and Heiberg, S. (1971, October). Consolidation Testing at Constant Rate of Strain. Journal of Soil Mechanics and Foundations Division, 97(10), 1393–1413.

Information & Authors

Information

Published In

Go to Geo-Congress 2023
Geo-Congress 2023
Pages: 575 - 586

History

Published online: Mar 23, 2023

Permissions

Request permissions for this article.

Authors

Affiliations

Ryan Lavorati [email protected]
P.E.
1Assistant Project Manager, Geocomp. Email: [email protected]
William Marr, Ph.D. [email protected]
P.E.
NAE
Kaveh Zehtab [email protected]
3Testing and Automation Leader, Geocomp. Email: [email protected]
Salim Werden
4Testing and Automation Developer, Geocomp
John Christian, Ph.D.
P.E.
NAE
5Professor, Univ. of Massachusetts Lowell

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$120.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$120.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share