Factors affecting the long term strength of compacted Beaumont clay
By: by Roger Green and Stephen G. Wright ; conducted for Texas State Department of Highways and Public Transportation in cooperation with the U.S. Department of Transportation, Federal Highway Administration by the Center for Transportation Research, Bureau of Engineering Research, the University of Texas at Austin.
Contributors: Wright, Stephen G. 1943-; University of Texas at Austin. Center for Transportation Research.; Texas. State Dept. of Highways and Public Transportation.; United States. Federal Highway Administration.
Series: Research report / Center for Transportation Research, Bureau of Engineering Research, the University of Texas at Austin ;; no. 436-1; Research project (University of Texas at Austin. Center for Transportation Research) ;; no. 436-1.
Publisher: The Center
Published: 1986
Place of publication: Austin, Tex
Language: eng
Number of pages: 196
Subjects: Clay -- Texas -- Testing.; Soil stabilization -- Texas.
Notes: Bibliography: p. 121-122.
"Development of design practice and procedures for determining embankment slope stability, research project 3-8-85-436."
"October 1986."