Split Grouting-Reinforced Body

Shear-Seepage Coupling Behavior Revealed

The study reveals how seepage pressure, confining pressure, and soil–slurry interface roughness govern the shear-seepage behavior, providing a basis for stability analysis in tunnels and underground engineering.

Zhang, Yaolei · Sui, Haitong · Yang, Lei · Lin, Rongfeng

Processes 2023

Specifications

峰值剪应力从
{'zh': '57.25', 'en': ''} kPa

Advantages

Seepage process divided into four stages based on seepage velocity: waterless, rapid, decelerating, and steady; water turbidity classified as turbid, mildly turbid, or clear

Seepage phenomenon related to 'seepage-to-confining ratio', with critical points of 0.2, 0.4, and 0.6 for waterless, seepage, and seepage surge stages