Texas Cone Penetrometer-Pressuremeter Correlations for Soft Rock
Publication: GeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems
Abstract
Results from Texas Cone Penetration Tests are employed for assessing the bearing capacity of drilled shafts in relatively soft sedimentary rocks. The test involves driving a solid, nominally 76-mm diameter cone tip into the rock at the bottom of a borehole and recording the number of blows associated with the measured penetration. While the test is common in Texas and Oklahoma, it has many shortcomings due to the dynamic nature of the test and the small penetrations that can occur. Alternatively, the Pressuremeter Test can be employed in test holes within the shale to assess the stress-strain behavior and bearing capacity. While not without limitations, the Pressuremeter Test seems inherently better for assessing bearing capacity of shale, mainly because it involves carefully controlled quasi-static loading of a substantial portion of the formation to failure, resulting in well defined stress-strain behavior. This paper presents results of Texas Cone Penetration and Pressuremeter Tests conducted primarily in Permian age shale and sandstone at nine sites in central Oklahoma. Correlations between results of the two tests and comparisons of predicted end-bearing capacities for drilled shafts are presented and discussed.
Get full access to this chapter
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2004 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
Authors
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.