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- W380471438 abstract "THE PAPER REVIEWED PUBLISHED COMPARISONS OF THE STRENGTH OF SAND FROM PLANE STRAIN AND TRIAXIAL TESTS. TWO IDEALIZED THEORIES WERE ALSO PRESENTED WHICH SHOWED QUALITATIVELY THE SAME FORM OF RESULTS AS OBSERVED BY MANY LABORATORY TESTS. DATA FROM A NUMBER OF DRAINED AND SATURATED SANDS WERE PRESENTED. THESE DATA WERE SUMMARIZED TO SHOW COMPARISONS BETWEEN TRIAXIAL AND PLANE STRAIN TESTS FOR THE FOLLOWING PARAMETERS OFTEN EMPLOYED QUALITATIVELY OR QUANTITATIVELY IN SOIL ENGINEERING ANALYSIS: ANGLE TO INTERNAL FRICTION; STRAIN TO FAILURE; UNDRAINED STRENGTH; INITIAL TANGENT ELASTIC MODULUS; AND INITIAL TANGENT POISSON'S RATIO. TAKAGI HAS SUGGESTED OTHER THEORETICAL APPROACHES THAT MIGHT BE USED TO DERIVE OR EXPLAIN SOME OF THE DIFFERENCES IN SOIL BEHAVIOR IN PLANE STRAIN AS COMPARED TO A TRIAXIAL TYPE OF DEFORMATION. HE PRESENTED IN SOME DETAIL ONE OF THESE THEORIES BASED ON THE DRUCKER-PRAGER YIELD CRITERION. ON THE OTHER HAND, RAMAMURTHY AND RAWAT SUGGESTED A MORE ELABORATE TESTING PROCEDURE USING A CUBICAL SPECIMEN BY WHICH NOT ONLY THE PLANE STRAIN, BUT MANY OTHER DESIRED CONDITIONS, CAN BE DUPLICATED IN THE LABORATORY. BOTH OF THESE DISCUSSIONS CONCLUDED BY CALLING FOR FURTHER RESEARCH INTO THE STRESS-STRAIN STRENGTH PROPERTIES OF SOILS. THESE COMMENTS ARE A WELCOME ADDITION BECAUSE THE WRITER COULD NOT INCLUDE EVERY POSSIBLE DETAIL IN THE PAPER. THE WRITER AGREES THAT MUCH IS STILL TO BE LEARNED CONCERNING THE STRESS-STRAIN AND STRENGTH PROPERTIES OF SOIL UNDER VARIOUS POSSIBLE FIELD CONDITIONS. THE QUESTIONS RAISED BY RAMAMURTHY AND RAWAT CONCERING THE VARIATIONS OF POISSON'S RATIO WITH STRAIN AND THE EFFECT OF SAMPLE BULDGING FALL INTO THE CATEGORY OF WORK YET TO DE DONE. BECAUSE MANY OF THE PROBLEMS IN SOIL MECHANICS INVOLVE SMALL DEFORMATIONS AT STRAINS WELL BELOW THE FAILURE CONDITION, USE OF INITIAL TANGENT VALUES OBTAINED FROM OVERALL SAMPLE MEASUREMENTS SEEM TO BE SUFFICIENT. HOWEVER, FOR PROBLEMS INVOLVING LARGE STRAINS UP TO AND BEYOND FAILURE, CONSTITUTIVE PARAMETER DATA BEYOND THE SCOPE OF THIS PAPER WOULD BE REQUIRED. /AUTHOR/" @default.
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- W380471438 date "1971-09-01" @default.
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- W380471438 title "Closure to “Comparison of Plane Strain and Triaxial Tests on Sand”" @default.
- W380471438 doi "https://doi.org/10.1061/jsfeaq.0001667" @default.
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