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A Statistical Damage Constitutive Model for Graded Gravels Incorporating the Degree of Compaction and the Damage-Softening Index
Publisher: ASCE
Abstract: Strength characteristics of graded gravels are essential in the construction of roadway and railway substructures. Traditional constitutive models, primarily nonlinear elastic and plastic types, fall short in accurately ...
Load Transfer in Geosynthetic-Reinforced Piled Embankments with a Triangular Arrangement of Piles
Publisher: American Society of Civil Engineers
Abstract: A geosynthetic-reinforced piled embankment situated along a newly constructed high-speed rail line was fully instrumented and monitored to explore soil arching in an equilateral-triangular arrangement of piles with circular ...