|
|
|
|
LEADER |
02757nam a2200553 i 4500 |
001 |
5411d345-e538-4e46-a71d-be3586ef4ea0 |
005 |
20230617000000.0 |
008 |
160219s1988 pau|||||o|||||||||||eng|| |
024 |
7 |
|
|a 10.1520/STP29102S
|2 doi
|
035 |
|
|
|a (IN-ChSCO)ASTMSTP29102S
|
040 |
|
|
|a ASTM
|c SCOPE
|b eng
|e rda
|d PAU
|
041 |
|
|
|a eng
|
111 |
2 |
|
|a Advanced Triaxial Testing of Soil and Rock
|d (1986 :
|c Louisville, Kentucky)
|
245 |
1 |
0 |
|a Shear Band Formation in Triaxial and Plane Strain Tests /
|c JF. Peters, PV. Lade, A. Bro
|
264 |
|
1 |
|a West Conshohocken, Pa. :
|b ASTM International,
|c 1988
|
300 |
|
|
|a 1 online resource (24 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
|b 12
|
506 |
|
|
|a Restricted for use by site license.
|
520 |
|
|
|a This paper presents the results of a combined theoretical and laboratory study of the formation of shear bands in triaxial compression, triaxial extension, and plane strain compression. The principal finding is that shear bands are initiated more easily under plane strain than under axially symmetric conditions of the triaxial test. The triaxial compression test is most resistant to shear banding, although the theory tends to overestimate the stability of this test. The lack of agreement between the theory and experiment requires a reassessment of the suitability of isotropic hardening laws even for monotonic loading
|
541 |
|
|
|a ASTM International
|3 PDF
|c Purchase price
|h USD25
|
588 |
|
|
|a Description based on publisher's website, viewed February 19, 2016
|
650 |
|
0 |
|a Bifurcation
|
650 |
|
0 |
|a Colloids
|x Structure
|
650 |
|
0 |
|a Failure
|
650 |
|
0 |
|a Instability
|
650 |
|
0 |
|a Plane strain test
|
650 |
|
0 |
|a Rocks
|x Testing
|v Congresses
|
650 |
|
0 |
|a Rocks
|x Testing
|
650 |
|
0 |
|a Shear banding
|
650 |
|
0 |
|a Soils
|x Testing
|
650 |
|
0 |
|a Triaxial test
|
650 |
1 |
4 |
|a Triaxial test
|
650 |
2 |
4 |
|a Bifurcation
|
650 |
2 |
4 |
|a Failure
|
650 |
2 |
4 |
|a Instability
|
650 |
2 |
4 |
|a Plane strain test
|
650 |
2 |
4 |
|a Shear banding
|
700 |
1 |
|
|a Bro, A.,
|e author
|
700 |
1 |
|
|a Lade, PV.,
|e author
|
700 |
1 |
|
|a Peters, JF.,
|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 5411d345-e538-4e46-a71d-be3586ef4ea0
|l 9978998975003681
|s US-PU
|m shear_band_formation_in_triaxial_and_plane_strain_tests____________________1988_______astmia________________________________________advanced_triaxial_te_______________e
|