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Analytical Solution of SH-Wave Scattering by Arbitrary Shape Tunnels in Nonlocal Fractional-Order Viscoelastic Half-Space
Publisher: American Society of Civil Engineers
Abstract: Abstract In this paper, an analytical solution for the scattering of plane SH waves by arbitrarily
shaped tunnels in a nonlocal fractional-order viscoelastic half-space is presented
by using complex variable theory. First, ...
Influence of Grain Gradation on Permanent Strain of Unbound Granular Materials under Low Confining Pressure and High-Cycle Loading
Publisher: American Society of Civil Engineers
Abstract: Unbound granular materials (UGMs) are widely used as road-base and subbase materials for bearing traffic loading. Significant road settlements can be caused by cyclic traffic loading after several years of operation. To ...
Stiffness Degradation and Plastic Strain Accumulation of Clay under Cyclic Load with Principal Stress Rotation and Deviatoric Stress Variation
Publisher: American Society of Civil Engineers
Abstract: In certain field conditions, the soil element is subjected to cyclic stress paths with both principal stress rotation and deviatoric stress variation. To better understand the response of soft clay under this type of stress ...
Centrifuge Modeling of a Saturated Clay Ground under Cyclic Loading
Publisher: American Society of Civil Engineers
Abstract: To study the effects of traffic loading, three centrifuge tests were carried out on the response of a saturated clay ground under sinusoidally cyclic vertical loading. The clay ground was overconsolidated at its top to ...
Effects of Cyclic Intermediate Principal Stress on the Deformation of Saturated Clay
Publisher: American Society of Civil Engineers
Abstract: One-way cyclic loading induced by traffic loads will give rise to the cyclic variation of normal stress components of all three directions, including one vertical and two horizontal ones. The cyclic horizontal normal stress ...
Effect of Initial State and Intermediate Principal Stress on Noncoaxiality of Soft Clay–Involved Cyclic Principal Stress Rotation
Publisher: American Society of Civil Engineers
Abstract: This paper presents an experimental study of the influences of initial major principal stress direction (ξ) and intermediate principal stress coefficient (b) on noncoaxial behavior of soft clay involved pure principal ...
Whole-Life Analysis Framework for Pile Performance in Soft Soil
Publisher: American Society of Civil Engineers
Abstract: AbstractThroughout the service life of pile-supported infrastructures in soft soil, undrained
cyclic loading induces excess pore pressure accumulation, causing soil strength degradation.
Conversely, subsequent pore pressure ...
Long-Term Cyclic Deformation of Soft Clay: Invariance Behavior and Its Application to Laterally Loaded Monopile Foundations
Publisher: American Society of Civil Engineers
Abstract: AbstractWhen subjected to low-amplitude cyclic loading, the cumulative strain (εp) in clay is generally observed to follow a power-law relationship with the number
of cycles (N). Analysis of long-term cyclic deformation ...
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