"Some existing test procedures for measuring shearing properties of soils are reviewed. the correlation between the shear strength of two fine-grained soils as indicated by the unconfined compression test and the shear graph test is investigated. This is accomplished by comparing the test results at varying moisture contents and dry densities. One of the soils used is a red plastic clay, the other a silty clay. The test results indicate that for soils wet of optimum the shear graph strength can be taken as being equal to the unconfined compressive strength. This will be conservative for soils that exhibit an appreciable angle of internal friction. Two design changes are suggested that would make the shear graph results more reliable"--Abstract, page ii.
Fry, Thomas S.
Heagler, John B., 1924-1999
Muhlbauer, Karlheinz C., 1930-2008
Nelson, John A.
Civil, Architectural and Environmental Engineering
M.S. in Civil Engineering
University of Missouri at Rolla
vi, 57 pages
© 1965 Charles Rees Nickerson, All rights reserved.
Thesis - Open Access
Library of Congress Subject Headings
Shear strength of soils
Shear strength of soils -- Measurement
Print OCLC #
Electronic OCLC #
Link to Catalog Recordhttp://laurel.lso.missouri.edu/record=b1068832~S5
Nickerson, Charles Rees, "The shear graph and cohesive soil" (1965). Masters Theses. 7011.