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Asymptotic Solution for the One-Dimensional Nonlinear Consolidation Equation Including the Pore Evolution Effect
Publisher: American Society of Civil Engineers
Abstract: Soil consolidation causes pore compression and ground subsidence. Accordingly, void ratio, compressibility, and permeability change, thereby affecting the consolidation process. Thus, the consolidation generates a nonlinear ...
Sweat Analysis-Based Fatigue Monitoring during Construction Rebar Bending Tasks
Publisher: ASCE
Abstract: This study proposes a novel approach to monitor the fatigue levels of construction rebar benders by measuring chemical biomarkers using sweat sensors. Fatigue resulting from dehydration and energy depletion can severely ...