A Novel Compressive Sensing Approach for Optimizing Automated Monitoring of Excavation‐Induced Horizontal Displacements

Documenti analoghi

• Analytical Solution for Stress and Displacement of the Arbitrary‐Shaped Shallow Tunnel Excavated in Orthotropic Rock
  di: Yulin Zhou, et al.
  Pubblicazione: (2025)
• Data‐Driven Tools to Evaluate Support Pressure, Radial Displacements, and Face Extrusion for Tunnels Excavated in Elastoplastic Grounds
  di: Alec Tristani, et al.
  Pubblicazione: (2024)
• Multiscale and Multifield Investigation on Soil Leakage at the Diaphragm Wall Opening During Excavation
  di: Yajing Liu, et al.
  Pubblicazione: (2025)
• A Simple Approach for Circular Tunnels Excavated in Strain‐Softening and Dilatancy Rock Masses
  di: Xiuling Wang, et al.
  Pubblicazione: (2026)
• Effect of Excess Pore Pressure on Earthquake‐Induced Displacement of Partially Saturated Sandy Soil Slopes: Flexible Sliding Block Analysis
  di: Tong Zhang, et al.
  Pubblicazione: (2024)