scholarly journals Granular pressure—temperature relation during regime change in a simple shear state

2013 ◽  
Vol 3 (2) ◽  
pp. 021004
Author(s):  
Hayley Shen
Keyword(s):  
Simple Shear ◽  
Regime Change ◽  
Temperature Relation ◽  
Shear State

Reanalysis of simple shear soil testing

1976 ◽  
Vol 13 (4) ◽  
pp. 418-429 ◽  
Author(s):  
Jean-Herve Prevost ◽  
Kaare Høeg
Keyword(s):  
Simple Shear ◽  
Soil Mechanics ◽  
Normal Stresses ◽  
Cyclic Testing ◽  
Shear Tests ◽  
Simple Shear Test ◽  
State Of Stress ◽  
Boundary Slippage ◽  
Patterns Of Behavior ◽  
Shear State

Simple shear devices are used fairly extensively in soil mechanics research, lately especially in connection with cyclic testing. This presentation starts out by extending existing isotropic, elastic analyses of stresses and strains in the simple shear test. The effects of partial differential boundary slippage at the interface between the soil specimen and the top and bottom caps of the apparatus are analyzed. A comparison is made between constant volume and truly undrained simple shear tests.Because there is a coupling of shear and normal strains in soils, both may result from either shear or normal stresses, and vice versa. Therefore, an applied simple shear state of strain will not in general produce a simple shear state of stress in a soil sample, and it is shown analytically and experimentally that significant changes in lateral stresses do occur in simple shear tests. Such patterns of behavior are thereafter incorporated in the interpretation of cyclic loading simple shear tests on sand.

Identification of a microstructural model for steels subjected to large tensile and/or simple shear deformations

2001 ◽  
Vol 11 (PR4) ◽  
pp. Pr4-329-Pr4-337 ◽  
Author(s):  
H. Haddadi ◽  
S. Bouvier ◽  
P. Levée
Keyword(s):  
Simple Shear ◽  
Shear Deformations ◽  
Microstructural Model

The Regime Change of Kwame Nkrumah

2007 ◽  
Author(s):  
Ahmad A. Rahman
Keyword(s):  
Regime Change ◽  
Kwame Nkrumah

Application of Critical State Approach to Liquefaction Resistance of Sand–Silt Mixtures under Cyclic Simple Shear Loading

2021 ◽  
Vol 147 (3) ◽  
pp. 04020177
Author(s):  
Daniela Dominica Porcino ◽  
Theodoros Triantafyllidis ◽  
Torsten Wichtmann ◽  
Giuseppe Tomasello
Keyword(s):  
Simple Shear ◽  
Critical State ◽  
Shear Loading ◽  
Liquefaction Resistance

Aftershocks

2017 ◽  
Author(s):  
Seva Gunitsky
Keyword(s):  
Twentieth Century ◽  
Regime Change ◽  
International System ◽  
Political Legitimacy ◽  
Great Powers ◽  
Past Century ◽  
The Past ◽  
Sudden Rise ◽  
The World ◽  
National Borders

Over the past century, democracy spread around the world in turbulent bursts of change, sweeping across national borders in dramatic cascades of revolution and reform. This book offers a new global-oriented explanation for this wavelike spread and retreat—not only of democracy but also of its twentieth-century rivals, fascism, and communism. The book argues that waves of regime change are driven by the aftermath of cataclysmic disruptions to the international system. These hegemonic shocks, marked by the sudden rise and fall of great powers, have been essential and often-neglected drivers of domestic transformations. Though rare and fleeting, they not only repeatedly alter the global hierarchy of powerful states but also create unique and powerful opportunities for sweeping national reforms—by triggering military impositions, swiftly changing the incentives of domestic actors, or transforming the basis of political legitimacy itself. As a result, the evolution of modern regimes cannot be fully understood without examining the consequences of clashes between great powers, which repeatedly—and often unsuccessfully—sought to cajole, inspire, and intimidate other states into joining their camps.

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