Prediction of Strength and Consolidation Parameters of Cement Stabilized Clays
スポンサーリンク
概要
著者
-
Miura Norihiko
Department Of Civil Engineering
-
Miura N
Saga Univ. Saga Jpn
-
Nagaraj T
Indian Inst. Sci. Bangalore Ind
-
Nagaraj T.s.
Department Of Civil Engineering Indian Institute Of Science
-
Horpibulsuk S
Department Of Civil Engineering Saga University Japan/department Of Civil Engineering Saga Universit
-
Horpibulsuk Suksun
Department of Civil Engineering, Saga University
関連論文
- Yielding characteristics of sand under triaxial compression and extension stresses
- Analysis of Granular Column Reinforced Ground-II: Stress Transfer from Granular Column to soil
- ANALYSIS OF GRANULAR COLUMN REINFORCED GROUND: I ESTIMATION OF INTERACTION SHEAR STRESSES
- Mobilization of Interaction Resistance at the Soil-Geogrid Reinforcement interface
- Comparing the performance of landfill liner systems
- PREDICTION OF UNDRAINED STRENGTH OF OVERCONSOLIDATED CLAYS
- PREDICTION OF UNDISTURBED SILTY-CLAY BEHAVIOUR IN A MULTI-CONTROLLED CYCLIC TRIAXIAL TEST
- SHEAR STRENGTH BEHAVIOUR OF OVERCONSOLIDATED CLAYS
- A STUDY ON THE DOMINATING MECHANISMS AND PARAMETERS INFLUENCING THE PHYSICAL PROPERTIES OF ARIAKE CLAY
- Particle-crushing properties of sands under high stresses
- DESIGN OF REINFORCED STONE COLUMNS
- Effect of pore water on the behavior of a sand under high pressures
- Point resistance of piles in sand
- Compressibility and drained shear characteristics of a sand under high confining pressures
- UNDRAINED BEHAVIOR OF UNCEMENTED AND INDUCED CEMENTED ARIAKE CLAYS
- Behavior of Cement Admixtured High Water Content Clays with Clay Water Content /Cement Ratio, wc/c as a Parameter
- Prediction of Strength and Consolidation Parameters of Cement Stabilized Clays
- Induced Cementation of Soft Clays : Analysis and Assessment
- MODIFIED HYPERBOLIC STRESS-STRAIN RESPONSE : UNCEMENTED AND CEMENT STABILIZED CLAYS