|
Volumn 20, Issue 3, 1996, Pages 191-208
|
Response of a layered elastic medium to a moving strip load
|
Author keywords
Foundation design; Layer stiffness technique; Moving strip load; Pavement design
|
Indexed keywords
APPROXIMATION THEORY;
DEFORMATION;
ELASTIC WAVES;
ELASTICITY;
FOUNDATIONS;
MATHEMATICAL MODELS;
PAVEMENTS;
SOILS;
STIFFNESS;
STRESS ANALYSIS;
ELASTIC MEDIUM;
FOUNDATION DESIGN;
LAYER STIFFNESS TECHNIQUE;
MOVING STRIP LOAD;
PAVEMENT DESIGN;
PORE PRESSURE GENERATION;
SOIL SUBGRADE;
DYNAMIC LOADS;
DEFORMATION;
DYNAMIC LOAD;
FOUNDATION DESIGN;
PAVEMENT DESIGN;
STRESS;
|
EID: 0029668626
PISSN: 03639061
EISSN: None
Source Type: Journal
DOI: 10.1002/(sici)1096-9853(199603)20:3<191::aid-nag815>3.0.co;2-i Document Type: Article |
Times cited : (38)
|
References (10)
|