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- W832197839 abstract "VERTICAL PENETRATION TESTS WERE CONDUCTED IN THREE HIGHLY SATURATED, FINE-GRAINED SOILS -- A FAT CLAY, A LEAN CLAY, AND A SILT -- WITH METAL PROBES OF SIX SHAPES: 30-DEG-APEX- ANGLE, RIGHT CIRCULAR CONES; FLAT CIRCULAR PLATES; AND FLAT RECTANGULAR PLATES WITH WIDTH-TO-LENGTH RATIOS OF 1:1, 1:2, 1:4, AND 1:8. PROBE SIZES RANGED FROM 0.323 TO 59.1 SQ CM; PENETRATION VELOCITIES FROM 6 TO 1221 CM/SEC; AND SOIL STRENGTHS (IN TERMS OF STANDARD CONE PENETRATION RESISTANCE) FROM 90 TO 1315 KPA. EQUATIONS WERE GIVEN WHICH ADEQUATELY DESCRIBE THE VISCOUS BEHAVIOR OF THE TWO CLAYS, AND OTHER EQUATIONS WHICH SERVE THIS PURPOSE FOR SILT. NO NOTICEABLE INERTIAL EFFECTS WERE PRODUCED IN THESE TESTS. PLATE PENETRATION TESTS CONDUCTED HORIZONTALLY AT SPEEDS TO 27.35 M/SEC IN MUDDY CLAYS AT THE BATTELLE INSTITUTE, FRANKFURT, GERMANY, PRODUCED SOIL LIFT FORCES STRONGLY INFLUENCED BY INERTIAL EFFECTS. THESE EFFECTS ARE DESCRIBED BY AN IMPROVED DIMENSIONLESS LIFT COEFFICIENT VERSUS PLATE-SOIL NUMERIC LOGARITHMIC RELATION THAT EFFECTIVELY AACCOUNTS FOR THE INFLUENCE OF PENETRATION VELOCITY AND PLATE INCLINATION ANGLE. /AUTHOR/" @default.
- W832197839 created "2016-06-24" @default.
- W832197839 creator A5016045192 @default.
- W832197839 date "1973-06-01" @default.
- W832197839 modified "2023-09-27" @default.
- W832197839 title "RESISTANCE OF DINE-GRAINED SOILS TO HIGH-SPEED PENETRATION" @default.
- W832197839 hasPublicationYear "1973" @default.
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