Results 1 to 10 of about 12,207 (167)
Rockfill dams are mostly constructed using blasted rockfill materials obtained by blasting rocks or alluvial rockfill materials collected from the riverbeds.
Ashok Kumar Gupta
exaly +3 more sources
The influences of scale effect on the numerical analysis after construction stage of Aertashi CFRD are studied based on the super-large triaxial (800 mm in sample diameter and 160 mm in the maximum particle size) and commonly large triaxial (300 mm in ...
NING Fan-wei 1, 2, KONG Xian-jing 1, 2, ZOU De-gao 1, 2, LIU Jing-mao 1, 2, YU Xiang 3, ZHOU Chen-guang 1, 2
doaj +1 more source
Measuring absolute volume of triaxial soil specimens
The soil volume in triaxial tests is an essential parameter to characterize stress and strain behaviors of soils. In recent years, more and more image-based methods have been developed for the triaxial tests on deformation measurement of soils.
CAI Yang , LI Lin, LU Yi
doaj +1 more source
Element tests, such as water retention tests and triaxial tests, are efficient and widely used methods for investigating the elementary hydro-mechanical behavior of unsaturated soil.
Junnan Ma, Xi Xiong, Feng Zhang
doaj +1 more source
Triaxial Testing of Frozen Sand [PDF]
AbstractTriaxial testing of frozen saturated Ottawa sand under confined compression was carried out under hydrostatic pressures varying between 0.1 and 75 MPa at a temperature of -10°C and strain-rate 7.7×10-5s-1. Yield and failure stresses increased with increasing hydrostatic pressures up to about 40 MPa, beyond which the stresses dropped.
Parameswaran, V. R., Jones, S. J.
openaire +2 more sources
Geotechnical Behaviour of Fly Ash–Bentonite Used in Layers
Increasing infrastructure growth has forced the construction industry to look for wasteful, cheap, and suitable materials for construction. An investigation into the geotechnical utilization of fly ash was carried out in the present study.
Murtaza Hasan +7 more
doaj +1 more source
Study of the mechanical behaviour of reclaimed asphalt aggregates without binder addition [PDF]
The objective of this paper is to investigate a source of reclaimed asphalt aggregates without binder addition. To this end, a series of triaxial tests was performed. First, monotonic triaxial tests allowed to determine failure resistance of the material
Gaillard Laura +3 more
doaj +1 more source
True triaxial tests on transversely isotropic unsaturated loess
In order to study the mechanical properties of transversely isotropic unsaturated remolded loess under complex stress paths, two groups of 15 tests are carried out using the true triaxial apparatus.
GUO Nan 1, CHEN Zheng-han 1, 2, YANG Xiao-hui 1, GAO Deng-hui 3
doaj +1 more source
In order to solve the problem of end restraint in triaxial tests on coarse-grained soils, based on a new friction reduction method in which the contact between soils and loading plates is changed from the integral contact to the distributed one and the ...
WANG Yan-li , CHENG Zhan-lin , PAN Jia-jun , XU Han , WANG Jun-xiong
doaj +1 more source
Effects of end restraint in triaxial tests on coarse-grained soil
The end restraint can be eliminated by lubrication sample cap to some extent in the conventional triaxial tests. A comparison is made between the conventional triaxial tests and the end friction reduced triaxial tests in order to study the effects of the
LU Xiao-ping 1, SUN Ming-hui 2,3, CHEN Hao-feng 4, CHU Fu-yong 5
doaj +1 more source

