An Estimating Method for Post-cyclic Strength and Stiffness of Eine-grained Soils in Direct Simple Shear Tests |
Song, Byung-Woong
(Dept. of Geotechnical Engrg., Dasan Consultant)
Yasuhara, KaBuya (Dept. of Urban and Civil Engrg., Ibaraki Univ.) Murakami, Satoshi (Dept. of Urban and Civil Engrg., Ibaraki Univ.) |
1 |
Soil mechanics-property characterization and analysis procedures
/
|
2 |
Liquefaction during the 2000 Tottori-ken Seibu Earthquake
/
|
3 |
Postcylic undrained strength for cohesive soils
/
DOI ScienceOn |
4 |
/
|
5 |
Behaviour of a fine-grained soil during the Loma Prieta earthquake
/
DOI ScienceOn |
6 |
Post-cyclic degradation of strength and stiffness on overconsolidated plastic silt
/
|
7 |
/
|
8 |
Effects of initial static shear stress on post-cyclic degradation of a plastic silt
/
|
9 |
Cyclic stress-strain history and shear characteristics of clay
/
|
10 |
Undrained shear behavior of quasi-overconsolidated clay induced by cyclic loading
/
|
11 |
Effects of cyclic loading on undrained strength and compressibility of clay
/
DOI |
12 |
Effect of static shear on resistance to liquefaction
/
DOI |
13 |
Fourth Avenue landslide during 1964 Alaskan Earthquake
/
DOI ScienceOn |
14 |
/
|
15 |
Post-cyclic degradation of strength and stiffiness for non-plastic silt
/
|
16 |
The influence of initial static shear stress on post-cyclic degradation of non-plastic silt
/
|
17 |
Cam-clay predictions of undrained strength
/
|
18 |
Undrained and drained cyclic triaxial tests on marine clay
/
|
19 |
Deformation characteristics of liquefied loose sand by triaxial compression tests
/
|
20 |
Stress-strain relationships of liquefied sands
/
|
21 |
Behavior of a Fine-grained Soil during the Loma Prieta Earthquake
/
DOI ScienceOn |
22 |
Shear moduhs and damping in soils: Design equations and curves
/
|
23 |
Direct simple-shear test on Norwegian quick clay
/
DOI |
24 |
Undrainded cyclic shear behaviour of normally consolidated clay subjected to initial static shear stress
/
DOI |
25 |
The mechanism and a simplified procedure for the analysis of permanent ground displacement due to liquefaction
/
DOI |
26 |
Undrained cyclic and monotinic trixial behaviour of saturated loose sand
/
DOI |
27 |
/
|
28 |
Stress-deformational and strength characterisics
/
|
29 |
Estimation of shear characteristics degradation and stress- strain relation of saturated clays after cyclic loading
/
DOI |
30 |
Method for estimating postcyclic undrained secant modulus of clays
/
|