The effects of wetting and drying on the long-term shear strength parameters for compacted Beaumont clay : [final report] /

Bibliographic Details
Main Author:	Rogers, Laura E.
Corporate Authors:	Texas. State Department of Highways and Public Transportation, University of Texas at Austin. Center for Transportation Research
Other Authors:	Wright, Stephen G. (Stephen Gailord), 1943-
Format:	Government Document Book
Language:	English
Published:	Austin Tex. : Center for Transportation Research, University of Texas at Austin, 1986.
Series:	Research report (Austin, Tex.) ; no. 436-2F.
Subjects:	Clay soils > Testing. Roads > Texas > Embankments > Evaluation.

Description
Item Description:	Sponsored by the Texas State Dept. of Highways and Public Transportation in cooperation with the U. S. Department of Transportation, Federal Highway Administration. "November 1986." Research Study Title: "Development of Design Practice and Procedures for Determining Embankment Slope Stability, research study 3-8-85-436."
Physical Description:	131 pages : charts ; 28 cm.
Bibliography:	Includes bibliographical references.