Results 211 to 220 of about 181,167 (285)

Static and Cyclic Triaxial Testing of Ballast and Subballast

Journal of Geotechnical and Geoenvironmental Engineering - ASCE, 2005
This paper discusses the triaxial testing of a ballast material and a subballast material, which are noncohesive, granular materials pically used for construction of a railway track substructure. Both static and cyclic triaxial tests were conducted. The cyclic triaxial tests simulated the behavior of these railway substructure materials under a large ...
A S J Suiker
exaly   +2 more sources

Cyclic Triaxial Tests on Remoulded Clays

Journal of Geotechcnical Engineering, 1984
Data are presented from cyclic triaxial tests on remoulded clays with load or displacement control. The ability of simple load control tests to predict strains developed in complex (storm profile) tests is found inadequate. It is suggested that only the minimum cyclic stress ratio associated with the fully weakened state has any direct design relevance.
David C. Procter, Jalal H. Khaffaf
exaly   +2 more sources

Cyclic triaxial strength of standard test sand

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1976
A cooperative cyclic triaxial strength test program was performed by eight university, government, and consulting laboratories to define the cyclic strength characteristics often called the liquefaction potential or cyclic mobility of a standard test sand.
Marshall L. Silver   +7 more
semanticscholar   +3 more sources

A Compilation of Cyclic Triaxial Liquefaction Test Data

Geotechnical Testing Journal, 1979
Abstract A data base on cyclical soil strength would be of significant assistance in many phases of site evaluation where detailed complete cyclical soil testing is not available or could not economically be obtained. The objective of this study was to develop a partial data base for determining the seismic strength of saturated ...
JM Ferrito, JB Forrest, G Wu
openaire   +2 more sources

Unloading Elastic Behavior of Sand in Cyclic Triaxial Tests

Geotechnical Testing Journal, 2016
Abstract In this paper, digital image technology was used in the surface-deformation measurement of soil, making it possible to monitor the axial, radial, and volumetric deformations and the deformation distribution over the entire surface of specimens in triaxial tests.
Feitao Zeng, Longtan Shao
openaire   +2 more sources

Cyclic Triaxial Tests on Frozen Sand

Engineering Geology, 1979
ABSTRACT Li, J.C., Baladi, G.Y. and Andersland, O.B., 1979. Cyclic triaxial tests on frozen sand. Eng. Geol., 13: 233–246. Strain-controlled cyclic triaxial tests were performed on a one-size silica (Ottawa) sand artificially frozen into 71.1-mm-diameter cylindrical samples.
John C. Li   +2 more
  +4 more sources

Effects of prior cyclic loading damage on failure characteristics of sandstone under true-triaxial unloading conditions

International Journal of Rock Mechanics and Minings Sciences, 2020
To investigate the effects of prior cyclic loading damage in rocks on subsequent unloading failure characteristics under true-triaxial conditions, a series of complicated unloading tests incorporating the damage-controlled cyclic loading path and stress ...
Fan Xiao, Deyi Jiang, Fei Wu
exaly   +2 more sources

Experimental investigation on the mechanical behavior of hybrid steel-polypropylene fiber reinforced concrete under conventional triaxial cyclic compression

Construction and Building Materials, 2021
Hybrid fiber reinforcing technology has gained a wide recognition in concrete built infrastructure. The cyclic stress–strain relation of hybrid fiber reinforced concrete (HFRC) plays a crucial role in the elastoplastic analysis of HFRC that further ...
K. Meng, Lihua Xu, Y. Chi
semanticscholar   +1 more source

Triaxial tension–compression tests for multiaxial cyclic plasticity

International Journal of Plasticity, 1999
Abstract The aim of this paper is to present triaxial tension–compression tests and a new triaxial specimen devoted to the study of cyclic plasticity under non-proportional loadings. Because the stress state in the central part of the specimen is not homogeneous, the analysis of the tests need a 3D finite element computation.
Callcoh, Sylvain, Marquis, Didier
openaire   +2 more sources

Home - About - Disclaimer - Privacy