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The Effects of Temperature on One-Dimensional Consolidation and Creep Behaviors of Hong Kong Marine Deposits
Publisher: ASCE
Abstract: The consolidation of Hong Kong marine deposits (HKMDs), a typical soft clayey soil in Hong Kong, is a serious concern in engineering practices, such as coastal embankment construction and marine reclamations. Previous ...
A New One-Dimensional Thermal Elastic-Viscoplastic Model for the Thermal Creep of Saturated Clayey Soils
Publisher: American Society of Civil Engineers
Abstract: Temperature significantly affects the mechanical properties of geomaterials, particularly the creep behavior of soft clayey soils. Thus, an appropriate constitutive model to describe the time-dependent stress-strain behavior ...
Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket
Publisher: ASCE
Abstract: Pile foundations supporting high-rise buildings are generally subject to cyclic loading because of dynamic loading. The corrosion of steel materials in pile foundations is another major concern, especially for piles in a ...
Axial and Circumferential Behavior of Rock-Socketed FRP-SSC Composite Piles Monitored by Distributed Optical Fiber Sensors
Publisher: American Society of Civil Engineers
Abstract: Traditional pile foundations in harsh marine environment may experience steel corrosion or concrete deterioration. Besides, conventional measuring devices such as strain gauges and vibrating wire extensometers are sensitive ...
Numerical Model for Coupled Finite Strain Consolidation and Heat Transfer in Layered Clayey Soils Considering Thermal Creep
Publisher: American Society of Civil Engineers
Abstract: A numerical model that accounts for fully coupled long-term large strain consolidation and heat transfer provides a more realistic analysis for various applications, including geothermal energy storage and extraction, ...