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Slope-Stability Assessments Using Finite-Element Limit-Analysis Methods
Publisher: American Society of Civil Engineers
Stability of Inclined Strip Anchors in Purely Cohesive Soil
Publisher: American Society of Civil Engineers
Abstract: Soil anchors are commonly used as foundation systems for structures requiring uplift resistance such as transmission towers, or for structures requiring lateral resistance, such as sheet pile walls. To date, most anchor ...
Three-Dimensional Slope Stability Charts for Frictional Fill Materials Placed on Purely Cohesive Clay
Publisher: American Society of Civil Engineers
Abstract: This paper investigates slope stability and produces a set of stability charts for three-dimensional (3D) slopes for a specific case in which frictional fill materials are placed on purely cohesive clay. As slopes are not ...
Mean Parametric Monte Carlo Study of Fill Slopes
Publisher: American Society of Civil Engineers
Abstract: Slope stability analysis has traditionally been performed using a deterministic approach. However, it has strongly been debated that the use of only the factor of safety in slope stability analysis does not explicitly ...
Three-Dimensional Lower Bound Solutions for Stability of Plate Anchors in Clay
Publisher: American Society of Civil Engineers
Abstract: Soil anchors are commonly used as foundation systems for structures that require uplift or lateral resistance. These types of structures include transmission towers, sheet pile walls, and buried pipelines. Although anchors ...
Undrained Stability of Footings on Slopes
Publisher: American Society of Civil Engineers
Abstract: Solutions for the ultimate bearing capacity of footings on purely cohesive slopes are obtained by applying finite element upper and lower bound methods. In a footing-on-slope system, the ultimate bearing capacity of the ...
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