|
|
|
|
LEADER |
02754nam a2200517 i 4500 |
001 |
9222b795-e3a4-4a0c-ad13-181e698519b2 |
005 |
20230617000000.0 |
008 |
161219s1981 pau|||||o|||||||||||eng|| |
024 |
7 |
|
|a 10.1520/STP28760S
|2 doi
|
035 |
|
|
|a (IN-ChSCO)ASTMSTP28760S
|
040 |
|
|
|a ASTM
|c SCOPE
|b eng
|e rda
|d PAU
|
041 |
|
|
|a eng
|
111 |
2 |
|
|a Laboratory Shear Strength of Soil
|d (1980 :
|c Chicago, Ill.)
|
245 |
1 |
0 |
|a Field Density, Gradation, and Triaxial Testing of Large-Size Rockfill for Little Blue Run Dam /
|c GR. Thiers, TD. Donovan
|
264 |
|
1 |
|a West Conshohocken, Pa. :
|b ASTM International,
|c 1981
|
300 |
|
|
|a 1 online resource (11 pages) :
|b illustrations, figures, tables
|
336 |
|
|
|a text
|2 rdacontent
|b txt
|
337 |
|
|
|a computer
|2 rdamedia
|b c
|
338 |
|
|
|a online resource
|2 rdacarrier
|b cr
|
347 |
|
|
|a text file
|b PDF
|2 rda
|
504 |
|
|
|a Includes bibliographical references and indexes
|
506 |
|
|
|a Restricted for use by site license.
|
520 |
|
|
|a The results of field density and gradation tests involving large-size compacted rockfill (sedimentary rocks) were used to establish gradation and compaction requirements for large-size (38-cm-diameter) and conventional (15-cm-diameter) triaxial tests. The gradation requirements were that the gradation curves for triaxial test materials should be parallel to the corresponding field gradiation curve, except for minor modifications to avoid excessive inclusion of fines. The angle of internal friction decreased as maximum particle size increased, in a manner similar to that reported by others. Extrapolation was used to check the ?-values used in design
|
541 |
|
|
|a ASTM International
|3 PDF
|c Purchase price
|h USD25
|
588 |
|
|
|a Description based on publisher's website, viewed December 19, 2016
|
650 |
|
0 |
|a Density
|
650 |
|
0 |
|a Earth dams
|
650 |
|
0 |
|a Grain size
|
650 |
|
0 |
|a Gravel
|
650 |
|
0 |
|a Internal friction
|
650 |
|
0 |
|a Pavements
|x Design and construction
|v Congresses
|
650 |
|
0 |
|a Shear strength of soils
|v Congresses
|x Testing
|
650 |
|
0 |
|a Triaxial tests
|
650 |
1 |
4 |
|a Triaxial tests
|
650 |
2 |
4 |
|a Density
|
650 |
2 |
4 |
|a Grain size
|
650 |
2 |
4 |
|a Gravel
|
650 |
2 |
4 |
|a Internal friction
|
650 |
2 |
4 |
|a Rockfill dams
|
700 |
1 |
|
|a Donovan, TD.,
|e author
|
700 |
1 |
|
|a Thiers, GR.,
|e author
|
710 |
2 |
|
|a ASTM International
|
710 |
2 |
|
|a American Society for Testing and Materials
|t Selected Technical Papers.
|
710 |
2 |
|
|a American Society for Testing and Materials
|
740 |
0 |
|
|a ASTM digital library
|
999 |
1 |
0 |
|i 9222b795-e3a4-4a0c-ad13-181e698519b2
|l 9978999074403681
|s US-PU
|m field_density_gradation_and_triaxial_testing_of_large_size_rockfill_fo_____1981_______astmia________________________________________laboratory_shear_str_______________e
|