Consolidation Characteristics of Clays Considering the Aging Effect |
김영수
(경북대학교 토목공학과)
이상웅 (경북대학교 토목공학과) 김대만 (경북대학교 토목공학과) 현영환 (경북대학교 토목공학과) |
1 |
일정변형률 압밀시험에 따른 이암풍화토의 압밀특성
/
|
2 |
재성형된 이암풍화를 이용한 정규압밀영역의 압밀 및 투수특성
/
|
3 |
Comparison of consolidation characteristics of Gaduk-do clay by CRS and conventional tests
/
|
4 |
A Natural Compression Law for Soils (and Advance on e-log p')
/
|
5 |
Consolidation at Constant Rate of Strain
/
|
6 |
Analyse critique de la theorie de consolidation Unidimensionnelle de terzaghi
/
|
7 |
Discussion on Permeability and Consolidation of Normally Consolidated Soils by Sanarasinghe etal. (1982)
/
|
8 |
일정변위압밀시험에 의한 낙동강 하구토 압밀특성
/
|
9 |
Standard Test Method for One-Dimensional Consolidation Properties of Soils Using Controlled-Strain Loading
/
|
10 |
Improved detemination of Preconsolidation Pressure of a Sensitive Clay
/
|
11 |
/
|
12 |
Permeability and Consol-idation of Normally Consolidated Soils
/
|
13 |
The permeability of Natu-ral Soft Clay, Part Ⅱ; Permeability Characteristics
/
ScienceOn |
14 |
/
|
15 |
Consolidation under Constant Rates of strain
/
|