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Volume 26; Issue 3
Main
SOILS AND FOUNDATIONS
Volume 26; Issue 3
SOILS AND FOUNDATIONS
Volume 26; Issue 3
1
A generalized elastoplastic constitutive model for clay in three-dimensional stresses.
NAKAI, TERUO
,
MATSUOKA, HAJIME
Journal:
SOILS AND FOUNDATIONS
Year:
1986
File:
PDF, 1.54 MB
Your tags:
1986
2
Cyclic undrained triaxial and torsional shear strength of sands for different sample preparation methods.
TATSUOKA, FUMIO
,
OCHI, KENZO
,
FUJII, SHINJI
,
OKAMOTO, MASAHIRO
Journal:
SOILS AND FOUNDATIONS
Year:
1986
File:
PDF, 1.79 MB
Your tags:
1986
3
An upper bound calculation on bearing capacity of a circular footing on a non-homogeneous clay.
KUSAKABE, OSAMU
,
SUZUKI, HIROYUKI
,
NAKASE, AKIO
Journal:
SOILS AND FOUNDATIONS
Year:
1986
File:
PDF, 614 KB
Your tags:
1986
4
Cyclic undrained triaxial strength of sand by a cooperative test program.
TOKI, SHOSUKE
,
TATSUOKA, FUMIO
,
MIURA, SEIICHI
,
YOSHIMI, YOSHIAKI
,
YASUDA, SUSUMU
,
MAKIHARA, YORIO
Journal:
SOILS AND FOUNDATIONS
Year:
1986
File:
PDF, 1.11 MB
Your tags:
1986
5
Some factors affecting cyclic undrained triaxial strength of sand.
TATSUOKA, FUMIO
,
TOKI, SHOSUKE
,
MIURA, SEIICHI
,
KATO, HIROYUKI
,
OKAMOTO, MASAHIRO
,
YAMADA, SHIN-ICHI
,
YASUDA, SUSUMU
,
TANIZAWA, FUSAO
Journal:
SOILS AND FOUNDATIONS
Year:
1986
File:
PDF, 1.71 MB
Your tags:
1986
6
Piezoprobe determined coefficient of consolidation.
GUPTA, RAMESH C.
,
DAVIDSON, JOHN L.
Journal:
SOILS AND FOUNDATIONS
Year:
1986
File:
PDF, 1.05 MB
Your tags:
1986
7
Deformation prediction for anisotropic sand during the rotation of principal stress axes.
MIURA, KINYA
,
TOKI, SHOSUKE
,
MIURA, SEIICHI
Journal:
SOILS AND FOUNDATIONS
Year:
1986
File:
PDF, 1.34 MB
Your tags:
1986
8
Large-scale cyclic shear bin to evaluate methods for mitigating liquefaction hazard.
YOSHIMI, YOSHIAKI
,
HOSOKAWA, YOSHITAKA
,
KUWABARA, FUMIO
,
TOKIMATSU, KOHJI
Journal:
SOILS AND FOUNDATIONS
Year:
1986
File:
PDF, 777 KB
Your tags:
1986
1
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