Download Soil Specimen Preparation for Laboratory Testing by Mitchell RJ Sangrey DA PDF

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By Mitchell RJ Sangrey DA

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TABLE 1--Classification indexes of clay shales and clays tested for this study. 75 Bearpaw shale Ft. 45 * In accordance with procedures in EM 1110-2-1906 [13]. Equipment The apparatus used for determining the residual shear strength of the shales consisted of an annular shear device, a repeated direct shear machine, and a rotational shear machine. Brief descriptions of the equipment follow. Copyright by ASTM Int'l (all rights reserved); Wed Dec 22 14:00:00 EST 2010 Downloaded/printed by University of British Columbia Library pursuant to License Agreement.

Lapping techniques are not acceptable, due to the complete lack of control on end parallelism and perpendicularity to the core axis. Prismatic specimens can be machined Copyright by ASTM Int'l (all rights reserved); Wed Dec 22 14:00:00 EST 2010 Downloaded/printed by University of British Columbia Library pursuant to License Agreement. No further reproductions authorized 33 CHAMBERLAIN ET AL ON OBSERVED ROCK PROPERTIES 48 I 0 I i I 8o o o 0 0 0 0 Granite 4O 0 0 0 ,, 32 Q. L Rough 7- I I I T y p i c a l end s u r f a c e texture variation measurement i 4,000 1,000 2,000 3,000 W, END SURFACE TEXTURE VARIATION, /=in I 5,000 F I G .

8 in. 0 in. 14 in. 36 cm) high) of remolded material prepared from the trimming scraps of the annular shear specimens and processed by the Corps of Engineers [13] undried, air dried, or blenderized procedures. Shear stresses are generated by rotating a porous disk at the bottom of the specimen and using two electrical force transducers to measure the couple required to keep the top half of the specimen stationary. Specimen Preparation Testing of clay shale materials was conducted either on specimens of intact material with precut failure planes or on specimens composed of remolded material.

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