Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/20801
Title: Constitutive property studies to support in-cell incident investigation at Big Black Test Site
Authors: United States. Army. Corps of Engineers. Huntsville Division.
Schexnayder, Cliff J.
Hadala, Paul F.
Keywords: Big Black Test Site
Mississippi
Constitutive properties
Soil mechanics
Dynamic uniaxial strain tests
Dynamic triaxial compression tests
Soil tests
Static radial stress controlled tests
Null tests
Plastic properties
Plasticity
Publisher: U.S. Army Engineer Waterways Experiment Station.
Engineer Research and Development Center (U.S.)
Description: Miscellaneous Paper
Abstract: A four-layer soil profile consisting of three nonlinear hysteretic layers of limited shear strength over a deep linearly elastic layer has been developed for the In-Cell Incident test area at the WES Big Black Test Site. Recommended constitutive properties consisting of seismic velocity, wet unit weight, uniaxial strain test σ𝘻 versus 𝜖𝘻 curve, yield surface, and a stress path corresponding to the UX stress-strain curve have been developed for each layer. All follow available data closely except the stress paths. The stress paths recorded are based on limited data and judgment since analyses showed serious errors in the stress-path data obtained in this study. These errors demonstrated the importance of improving control of drainage in the WES null test device. This study was limited to the drilling of an undisturbed sample boring at the Big Black Test Site and the conduct and analysis of (A. )dynamic uniaxial strain UX tests, (B.) dynamic triaxial compression TX tests, and (C.) a few static radial stress controlled UX or null tests on specimens from 5-in.-diam fixed-piston soil samples from the top 20 ft of the WES Big Black Test Site.
Rights: Approved for public release; distribution is unlimited.
URI: http://hdl.handle.net/11681/20801
Appears in Collections:Miscellaneous Paper

Files in This Item:
File Description SizeFormat 
MP-S-72-13.pdf7.79 MBAdobe PDFThumbnail
View/Open