Quasi-static undrained expansion of a cylindrical cavity in clay in the presence of shaft friction and anisotropic initial stresses
Κύριοι συγγραφείς: | Sagaseta, C, Houlsby, G, Burd, H |
---|---|
Μορφή: | Conference item |
Έκδοση: |
2003
|
Παρόμοια τεκμήρια
DETERMINATION OF UNDRAINED STRENGTHS BY CONE PENETRATION TESTS.
ανά: Houlsby, G, κ.ά.
Έκδοση: (1982)
ανά: Houlsby, G, κ.ά.
Έκδοση: (1982)
Παρόμοια τεκμήρια
-
An undrained expansion solution of cylindrical cavity in SANICLAY for K0-consolidated clays
ανά: Haohua Chen, κ.ά.
Έκδοση: (2022-06-01) -
Undrained semi-analytical solution for cylindrical cavity expansion in anisotropic soils under biaxial stress conditions
ανά: Lele Hou, κ.ά.
Έκδοση: (2023-05-01) -
Undrained Elastoplastic Solution for Cylindrical Cavity Expansion in Structured Cam Clay Soil Considering the Destructuration Effects
ανά: Zhanghui Zhai, κ.ά.
Έκδοση: (2022-01-01) -
Elasto-plastic solution for undrained cylindrical cavity expansion in refuse soil
ανά: Weimin Zhang, κ.ά.
Έκδοση: (2024-12-01) -
Undrained Solution for Cylindrical Cavity Expansion in Structured Soils Incorporating Destructuration Effect
ανά: ZHAI Zhanghui, ZHANG Yaguo, XIAO Shuxiong, LI Tonglu
Έκδοση: (2024-07-01)