Chapter
Jun 20, 2012
Characterizing the Soft Clays in the Texas Gulf Coast Using the Texas Cone Penetrometer (TCP)
Authors: M. S. Kim, Ph.D. [email protected], M. Jao, A. J. Puppala, P. Chang, S. Yin, I. Pannila, J. Delphia, and C. Vipulanandan [email protected]Author Affiliations
Publication: Advances in Measurement and Modeling of Soil Behavior
Abstract
In this study, properties of soft clay soils (undrained shear strength (Su) ≤ 25 kPa) from three locations along the Texas Gulf Coast were investigated using laboratory and field tests. The data and samples for this study was obtained from 46 boreholes in three counties along the Gulf coast. The soils were characterized based on their geotechnical properties including undrained shear strength using statistical methods. The field tests were performed using the Texas Cone Penetrometer (TCP), which is a dynamic method using a cone of 3-in (75 mm) in diameter. Both CL and CH soft soils were present in these locations and there was large variation in the index properties of the soils. Physical, index and strength properties of CL and CH soft soils were quantified using mean, variation, coefficient of variation and probability distribution function. The natural moisture content of 95% of the soft clays was lower than the liquid limit and the coefficient of variation for the Su of CH soil was about 25%. Based on available data the undrained shear strength of soft clay soil (Su) was related to the TCP blow count.
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© 2007 American Society of Civil Engineers.
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Published online: Jun 20, 2012
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Student, Dept. of Civil and Envir. Engrg., Univ. of Houston, Houston, TX, 77204-4003. E-mail: [email protected]
M. Jao
Associate Professor, Dept. of Civil Engrg., Lamar University, Beaumont, Texas
A. J. Puppala
Professor, Dept. of Civil and Envir. Engrg., University of Texas at Arlington, Arlington, Texas
P. Chang
Project Manager, Federal Highway Administration, Austin, Texas
S. Yin
Materials Engineer, Houston District, Texas Department of Transportation, Houston, Texas
I. Pannila
Geotechnical Engineer, Houston District, Texas Department of Transportation, Houston, Texas
J. Delphia
Geotechnical Engineer, Bridge Division, Texas Department of Transportation, Austin, Texas
Chairman, Professor and Director of Center for Innovative Grouting Materials and Technology (CIGMAT), Dept. of Civil and Envir. Engrg., Univ. of Houston, Houston TX 77204-4003.E-mail: [email protected]
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