Special Issue on “Advances in engineering geology for landslides and slope stability problems: Part I”

2014 ◽  
Vol 182 ◽  
pp. 1-2 ◽  
Author(s):  
Huiming Tang ◽  
Giovanni B. Crosta ◽  
Fawu Wang
Keyword(s):  
Slope Stability ◽  
Engineering Geology ◽  
Special Issue ◽  
Stability Problems

Preface to Special Issue on “Advances in engineering geology for landslides and slope stability problems: Part II”

2015 ◽  
Vol 186 ◽  
pp. 1-2 ◽  
Author(s):  
Huiming Tang ◽  
Giovanni B. Crosta ◽  
Fawu Wang
Keyword(s):  
Slope Stability ◽  
Engineering Geology ◽  
Special Issue ◽  
Stability Problems

scholarly journals Finite element analyses of slope stability problems using non-associated plasticity

2018 ◽  
Vol 10 (6) ◽  
pp. 1091-1101 ◽  
Author(s):  
Simon Oberhollenzer ◽  
Franz Tschuchnigg ◽  
Helmut F. Schweiger
Keyword(s):  
Finite Element ◽  
Slope Stability ◽  
Finite Element Analyses ◽  
Stability Problems

scholarly journals SPECIAL ISSUE “ Roles of revegetation for preventing Sediment Disaster ” Effects of forest structure and topography on slope stability and mass wasting process

2015 ◽  
Vol 41 (2) ◽  
pp. 326-330 ◽  
Author(s):  
Jun TANAKA ◽  
Takashi MIICHI ◽  
Ryuichi SEKOGUCHI ◽  
Misa TSUSHIMA ◽  
Fumi TAKEMURA ◽  
...  
Keyword(s):  
Slope Stability ◽  
Forest Structure ◽  
Special Issue ◽  
Mass Wasting ◽  
Sediment Disaster

Numerical limit analysis of three-dimensional slope stability problems in catchment areas

2016 ◽  
Vol 11 (6) ◽  
pp. 1369-1383 ◽  
Author(s):  
Júlia Camargo ◽  
Raquel Quadros Velloso ◽  
Euripedes A. Vargas
Keyword(s):  
Slope Stability ◽  
Limit Analysis ◽  
Three Dimensional ◽  
Stability Problems ◽  
Catchment Areas

Soil Mechanics as it Affects Vehicle Performance

1966 ◽  
Vol 3 (4) ◽  
pp. 204-216
Author(s):  
Nyal E Wilson ◽  
Henry R Krzywicki
Keyword(s):  
Internal Friction ◽  
Slope Stability ◽  
Graphical Method ◽  
Soil Mechanics ◽  
Principal Stresses ◽  
Vehicle Performance ◽  
X Ray ◽  
Stability Problems ◽  
Angle Of Internal Friction ◽  
Rigid Model

A fundamental approach to mobility by studying deformations and stresses in a soil as a wheel moves is described. A driven rigid model wheel was constructed to run over a sample of amorphous granular peat. Metal markers were placed throughout the peat and records of their movements, using an X-ray technique, were obtained as the wheel travelled over the peat. The markers moved in cardioids (heart shapes). The marker movement for any location within the sample was obtained from relationships which existed between the movement of the markers and the positions of the wheel.The trajectories of the principal stresses were determined from the deformations by a graphical method. Using an assumption regarding the angle of internal friction for this peat, the surfaces of maximum shear were obtained. The surfaces of maximum shear resembled the configurations associated with slope stability problems in soil mechanics.

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