Dynamic Mechanical Properties and Failure Mode of Artificial Frozen Silty Clay Subject to One-Dimensional Coupled Static and Dynamic Loads

• Published in: Advances in Civil Engineering Vol. 2019; no. 2019; pp. 1 - 9
• Main Authors: Yuan, Pu, Yao, Zhao-ming, Ma, Qin-yong, Ma, Dong-dong, Zhang, Rong-rong
• Format: Journal Article
• Language: English
• Published: Cairo, Egypt Hindawi Publishing Corporation 01.01.2019; Hindawi; John Wiley & Sons, Inc; Wiley
• Subjects: Axial stress; Civil engineering; Clay; Coal; Comminution; Compressive properties; Compressive strength; Deformation; Dynamic loads; Dynamic mechanical properties; Energy dissipation; Engineering; Failure modes; Flux density; Frozen ground; Mechanical properties; Mechanics; Modulus of deformation; Particle size; Shearing; Silt; Soil compaction; Split Hopkinson pressure bars; Stone; Strain; Stress ratio; Stress-strain curves; Stress-strain relationships; Studies; China

The dynamic stress-strain relationship of artificial frozen silty clay under one-dimensional coupled static and dynamic loads is obtained using modified split Hopkinson pressure bar (SHPB) equipment. The variation in dynamic compressive strength, dynamic deformation modulus, energy dissipation, and...