Quasi-static undrained expansion of a cylindrical cavity in clay in the presence of shaft friction and anisotropic initial stresses

Documenti analoghi

• An undrained expansion solution of cylindrical cavity in SANICLAY for K0-consolidated clays
  di: Haohua Chen, et al.
  Pubblicazione: (2022-06-01)
• Undrained semi-analytical solution for cylindrical cavity expansion in anisotropic soils under biaxial stress conditions
  di: Lele Hou, et al.
  Pubblicazione: (2023-05-01)
• Undrained Elastoplastic Solution for Cylindrical Cavity Expansion in Structured Cam Clay Soil Considering the Destructuration Effects
  di: Zhanghui Zhai, et al.
  Pubblicazione: (2022-01-01)
• Elasto-plastic solution for undrained cylindrical cavity expansion in refuse soil
  di: Weimin Zhang, et al.
  Pubblicazione: (2024-12-01)
• Undrained Solution for Cylindrical Cavity Expansion in Structured Soils Incorporating Destructuration Effect
  di: ZHAI Zhanghui, ZHANG Yaguo, XIAO Shuxiong, LI Tonglu
  Pubblicazione: (2024-07-01)