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

Author:

Lavorati Ryan12345,Marr William12345,Zehtab Kaveh12345,Werden Salim12345,Christian John12345

Affiliation:

1. Assistant Project Manager, Geocomp.

2. CEO, Geocomp.

3. Testing and Automation Leader, Geocomp.

4. Testing and Automation Developer, Geocomp

5. Professor, Univ. of Massachusetts Lowell

Publisher

American Society of Civil Engineers

Reference9 articles.

1. Work as a criterion for determining in situ and yield stresses in clays

2. Geocomp Products. (2018). Geocomp Lab Products Catalogue. Retrieved from Geocomp Products: http://www.geocomp.com/files/Prod_Specs/english/Geocomp-Lab-Products-Catalogue.pdf.

3. 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.

4. 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.

5. 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.

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