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Results: 1-7 |
Results: 7
VERTICAL SHEAR LOADS ON NONMOVING WALLS .2. APPLICATIONS
Authors: FILZ GM DUNCAN JM EBELING RM
Citation: Gm. Filz et al., VERTICAL SHEAR LOADS ON NONMOVING WALLS .2. APPLICATIONS, Journal geotechnical and geoenvironmental engineering, 123(9), 1997, pp. 863-873
THE ROLE OF NONLINEAR DEFORMATION ANALYSES IN THE DESIGN OF A REINFORCED SOIL BERM AT RED-RIVER U-FRAME LOCK NO. 1
Authors: EBELING RM PETERS JF MOSHER RL
Citation: Rm. Ebeling et al., THE ROLE OF NONLINEAR DEFORMATION ANALYSES IN THE DESIGN OF A REINFORCED SOIL BERM AT RED-RIVER U-FRAME LOCK NO. 1, International journal for numerical and analytical methods in geomechanics, 21(11), 1997, pp. 753-787
RED-RIVER U-FRAME LOCK NO-1 - BACKFILL-STRUCTURE-FOUNDATION INTERACTION
Authors: EBELING RM MOSHER RL
Citation: Rm. Ebeling et Rl. Mosher, RED-RIVER U-FRAME LOCK NO-1 - BACKFILL-STRUCTURE-FOUNDATION INTERACTION, Journal of geotechnical engineering, 122(3), 1996, pp. 216-225
LIMIT EQUILIBRIUM COMPUTATION PASSIVE EARTH PRESSURE - REPLY
Authors: MORRISON EE EBELING RM
Citation: Ee. Morrison et Rm. Ebeling, LIMIT EQUILIBRIUM COMPUTATION PASSIVE EARTH PRESSURE - REPLY, Canadian geotechnical journal, 33(1), 1996, pp. 203-203
LIMIT EQUILIBRIUM COMPUTATION OF DYNAMIC PASSIVE EARTH PRESSURE
Authors: MORRISON EE EBELING RM
Citation: Ee. Morrison et Rm. Ebeling, LIMIT EQUILIBRIUM COMPUTATION OF DYNAMIC PASSIVE EARTH PRESSURE, Canadian geotechnical journal, 32(3), 1995, pp. 481-487
HYPERBOLIC STRESS-STRAIN PARAMETERS FOR SILTS
Authors: STARK TD EBELING RM VETTEL JJ
Citation: Td. Stark et al., HYPERBOLIC STRESS-STRAIN PARAMETERS FOR SILTS, Journal of geotechnical engineering, 120(2), 1994, pp. 420-441
LIBERALISM AND COLLECTIVISM IN THE 20TH-CENTURY
Authors: EBELING RM
Citation: Rm. Ebeling, LIBERALISM AND COLLECTIVISM IN THE 20TH-CENTURY, Political studies, 41, 1993, pp. 66-77
Risultati: 1-7 |