نتایج جستجو برای: coulomb failure criterion

تعداد نتایج: 460043  

Journal: :IOP conference series 2023

Abstract The use of discontinuous berms remains a common strategy in medium-rise urban excavations when uniform slope is not safe enough and certain conditions are met. However, despite its frequent use, there no broad contrasted reference that allows design verification similar way to how it done the usual homogeneous slopes, either by abacus such as those Taylor or Hoek Bray two-dimensional n...

2006
Shigenobu Ogata Futoshi Shimizu Ju Li Masato Wakeda Yoji Shibutani

Shear deformations of Cu57Zr43 bulk metallic glass (BMG) model systems are performed using molecular dynamics simulation. The results suggest that both the hydrostatic stress and the stress normal to the shear plane should affect the shear response (modified Mohr–Coulomb yield criterion). We see shear localization and shear band nucleation in both a small system of 2000 atoms, and large systems...

2012
Yanghui Li Yongchen Song Weiguo Liu Feng Yu

The mechanical properties of methane hydrate are important to the stability of borehole and methane extraction from a methane hydrate reservoir. In this study, a series of triaxial compression tests were carried out on laboratory-formed methane hydrate-ice mixtures with various methane hydrate contents. Axial loading was conducted at an axial strain rate of 1.33%/min and a constant temperature ...

2009
M. Farhad Howladar Sharmin Afroz Shofiqul Islam

Finite elements analysis is a powerful tool, often used for analyzing problems on stress, that can be successfully employed to analyze the finite deformation of geological structures in a mathematical form on a digital computer. Over the last century, great earthquakes with magnitudes of 7->8 have struck in the NW Himalaya; the 1905 Kangra earthquake is one of them. This study performed a plane...

Journal: :Journal of Rock Mechanics and Geotechnical Engineering 2012

Journal: :Journal of Rock Mechanics and Geotechnical Engineering 2019

2016
Hongjun Liu Peng Liu Kun Lin Sai Zhao

The framed structure infilled with a mortarless brick (MB) panel exhibits considerable in-plane energy dissipation because of the relative sliding between bricks and good out-of-plane stability resulting from the use of interlocking mechanisms. The cyclic behaviors of MB are investigated experimentally in this study. Two different types of bricks, namely non-interlocking mortarless brick (N-IMB...

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