Results 171 to 180 of about 80,651 (204)

An Analysis of NGI Simple Shear Apparatus for Cyclic Soil Testing

1978
A numerical analysis parametric study was conducted to determine the stress and strain states within an idealized soil specimen enclosed by a wire-reinforced rubber membrane and tested in the Norwegian Geotechnical Institute (NGI) simple shear apparatus.
CK Shen, K Sadigh, LR Herrmann
openaire   +1 more source

Small-strain Cyclic Testing With Standard NGI Simple Shear Device

Geotechnical Testing Journal, 2012
Abstract In the standard Norwegian Geotechnical Institute type of direct simple shear (NGI-DSS) test, the horizontal load cell record includes several false loads which do not represent the soil shear resistance. In the case of cyclic loading, the relative magnitude of these false loads increases as the cycle shear strain amplitude γc ...
Ahmad Reza Mortezaie, Mladen Vucetic
openaire   +1 more source

Dynamic behaviour of Kutch soils under cyclic triaxial and cyclic simple shear testing conditions

International Journal of Geotechnical Engineering, 2019
The dynamic behaviour of soils from Kutch (seismically active region of Gujarat, India) was explored under cyclic triaxial (CTX) and cyclic simple shear (CSS) testing conditions.
Majid Hussain, Ajanta Sachan
openaire   +1 more source

A Simple Approach to Performing Large Strain Cyclic Simple Shear Tests: Methodology and Experimental Results

Journal of Testing and Evaluation, 2018
Abstract A simple and efficient methodology has been proposed for characterizing the large strain cyclic simple shear behavior of engineering materials. The proposed methodology includes the use of a modified test specimen coupled with a digital image correlation system to measure the evolution of shear strains during cyclic simple shear
Waqas Muhammad, Jidong Kang, Raja K. Mishra, Kaan Inal   +3 more
openaire   +1 more source

Cyclic Simple Shear Tests of Calcareous Sand

2022
Kai-Feng Zeng, Hua-Bei Liu
openaire   +1 more source

CYCLIC BEHAVIOR AND LIQUEFACTION RESISTANCE OF VOLCANIC SOIL IN SIMPLE SHEAR TESTING

Volcanic grains are porous, light-weight, fragile and have very rough surfaces. They show breakage of asperities and even of the whole grain. These characteristics generally result in a different response under cyclic loading in comparison with hard-grained sands.
I. Farina, G. Lanzo, P. Tommasi
openaire   +3 more sources

Influence of sloping ground conditions on cyclic liquefaction behavior of sand under simple shear loading

Soil Dynamics and Earthquake Engineering, 2022
Giuseppe Tomasello, Daniela Dominica Porcino   +1 more
exaly  

Drained cyclic behaviour and state-dependent stress–dilatancy relationship of sand in direct simple shear tests

Soil Dynamics and Earthquake Engineering, 2023
Bipul Hawlader, Mahmud Amer Al Tarhouni
exaly  

Stress-strain behavior of Ottawa sand in cyclic direct simple shear and modeling of cyclic strength using Artificial Neural Networks

Soil Dynamics and Earthquake Engineering, 2023
Majid T Manzari
exaly  

Cyclic simple shear testing of granular materials

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1987
openaire   +1 more source