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Ultimate Uplift Capacity of Multiplate Helical Type Anchors in Clay
Publisher: American Society of Civil Engineers
Abstract: In recent years, the use of helical anchors has expanded beyond their traditional use in the electrical power industry. The advantages of rapid installation and immediate loading capability have resulted in their being ...
Effect of Surface Heave on Response of Partially Embedded Pipelines on Clay
Publisher: American Society of Civil Engineers
Abstract: The as-laid embedment of an on-bottom pipeline strongly influences the resulting thermal insulation, and the resistance to subsequent axial and lateral movement of the pipeline. Reliable assessment of these parameters is ...
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 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 ...