EXPERIMENTAL, ANALYTICAL AND THEORETICAL SLOPE STABILITY ANALYSIS WITH DIFFERENT MATERIALS AND METHODS
Slopes are usually constructed from soil, although natural soil or mixed soil are also in use or have proposed. This paper deals with evaluation of slope stability. It is understood possibility approaching certain level of slope stability based on experimental, theoretical and analytical methods. Re...
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Universidad Nacional de Colombia
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doaj-09a31a3897cc4a81bed982f59ef573892020-11-25T02:47:32ZspaUniversidad Nacional de ColombiaBoletín de Ciencias de la Tierra0120-36302357-37402010-01-01027717817835EXPERIMENTAL, ANALYTICAL AND THEORETICAL SLOPE STABILITY ANALYSIS WITH DIFFERENT MATERIALS AND METHODSABDOULLAH NAMDAR0AZAM KHODASHENAS PELKO1Mysore University, Mysore, IndiaMysore University, Mysore, IndiaSlopes are usually constructed from soil, although natural soil or mixed soil are also in use or have proposed. This paper deals with evaluation of slope stability. It is understood possibility approaching certain level of slope stability based on experimental, theoretical and analytical methods. Result revealed that mixed soil characteristics could resist sufficient for static force based on appearing acceptable safe bearing capacity and for evaluation of shear stressstrain slope when is under seismic force using shaking table along with the theoretical and analytical methods provided concrete evidence for slope design at any part of slope.https://revistas.unal.edu.co/index.php/rbct/article/view/17057Stability; Seismic Force; Shaking Table; Poisson ratio |
collection |
DOAJ |
language |
Spanish |
format |
Article |
sources |
DOAJ |
author |
ABDOULLAH NAMDAR AZAM KHODASHENAS PELKO |
spellingShingle |
ABDOULLAH NAMDAR AZAM KHODASHENAS PELKO EXPERIMENTAL, ANALYTICAL AND THEORETICAL SLOPE STABILITY ANALYSIS WITH DIFFERENT MATERIALS AND METHODS Boletín de Ciencias de la Tierra Stability; Seismic Force; Shaking Table; Poisson ratio |
author_facet |
ABDOULLAH NAMDAR AZAM KHODASHENAS PELKO |
author_sort |
ABDOULLAH NAMDAR |
title |
EXPERIMENTAL, ANALYTICAL AND THEORETICAL SLOPE STABILITY ANALYSIS WITH DIFFERENT MATERIALS AND METHODS |
title_short |
EXPERIMENTAL, ANALYTICAL AND THEORETICAL SLOPE STABILITY ANALYSIS WITH DIFFERENT MATERIALS AND METHODS |
title_full |
EXPERIMENTAL, ANALYTICAL AND THEORETICAL SLOPE STABILITY ANALYSIS WITH DIFFERENT MATERIALS AND METHODS |
title_fullStr |
EXPERIMENTAL, ANALYTICAL AND THEORETICAL SLOPE STABILITY ANALYSIS WITH DIFFERENT MATERIALS AND METHODS |
title_full_unstemmed |
EXPERIMENTAL, ANALYTICAL AND THEORETICAL SLOPE STABILITY ANALYSIS WITH DIFFERENT MATERIALS AND METHODS |
title_sort |
experimental, analytical and theoretical slope stability analysis with different materials and methods |
publisher |
Universidad Nacional de Colombia |
series |
Boletín de Ciencias de la Tierra |
issn |
0120-3630 2357-3740 |
publishDate |
2010-01-01 |
description |
Slopes are usually constructed from soil, although natural soil or mixed soil are also in use or have proposed. This paper deals with evaluation of slope stability. It is understood possibility approaching certain level of slope stability based on experimental, theoretical and analytical methods. Result revealed that mixed soil characteristics could resist sufficient for static force based on appearing acceptable safe bearing capacity and for evaluation of shear stressstrain slope when is under seismic force using shaking table along with the theoretical and analytical methods provided concrete evidence for slope design at any part of slope. |
topic |
Stability; Seismic Force; Shaking Table; Poisson ratio |
url |
https://revistas.unal.edu.co/index.php/rbct/article/view/17057 |
work_keys_str_mv |
AT abdoullahnamdar experimentalanalyticalandtheoreticalslopestabilityanalysiswithdifferentmaterialsandmethods AT azamkhodashenaspelko experimentalanalyticalandtheoreticalslopestabilityanalysiswithdifferentmaterialsandmethods |
_version_ |
1724752938466803712 |