A platform for research: civil engineering, architecture and urbanism
Behavior of Saturated Clay Reconsolidated at High Temperature in Cyclic Triaxial Consolidation Tests
Behavior of Saturated Clay Reconsolidated at High Temperature in Cyclic Triaxial Consolidation Tests
Behavior of Saturated Clay Reconsolidated at High Temperature in Cyclic Triaxial Consolidation Tests
Moriwaki, T. (author) / Yoshikuni, H. (author) / Nagai, O. (author) / Nago, M. (author)
1993-01-01
55 pages
Article (Journal)
Unknown
DDC:
624
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Cubical triaxial tests on saturated clay
British Library Conference Proceedings | 1997
|On behavior of pore pressure during triaxial consolidation of fully-saturated clay
Engineering Index Backfile | 1963
|Shear characteristics of the reconsolidated clay remolded under low water content
British Library Conference Proceedings | 2003
|