I agree that this site is using cookies. You can find further informations here.
X
Baladi, George Y
38  results:
Search for persons X
?
1

Integrated material and structural design method for flexib..:

Baladi, George Y ; United States. Federal Highway Administration. Office of Engineering & Highway Operations Research and Development ; Michigan State University. Department of Civil Engineering
http://hdl.handle.net/2027/ien.35556026619817.  , 1988
Link: http://hdl.handle.net/20..
 
?
2

An objective waveform comparison technique:

Baladi, George Y ; Barnes, Donald E. Waterways Experiment Station, Vicksburg, Miss. org ; U.S. Army Engineer Waterways Experiment Station.
http://hdl.handle.net/2027/mdp.39015086525055.  , 1983
Link: http://hdl.handle.net/20..
 
?
3

An effective stress model for ground motion calculations : ..:

Baladi, George Y ; United States. Defense Nuclear Agency ; Waterways Experiment Station (U.S.). Structures Laboratory
http://hdl.handle.net/2027/mdp.39015086524777.  , 1979
Link: http://hdl.handle.net/20..
 
?
4

Response of linear elastic transverse-isotropic media to bo..:

Baladi, George Y ; George, Michael E., author ; United States. Defense Nuclear Agency
http://hdl.handle.net/2027/mdp.39015086524801.  , 1978
Link: http://hdl.handle.net/20..
 
?
5

An elastic-plastic constitutive relation for transverse-iso..:

Baladi, George Y ; Geotechnical Laboratory (U.S.) ; United States. Assistant Secretary of the Army (R & D)
http://hdl.handle.net/2027/mdp.39015086528778.  , 1978
Link: http://hdl.handle.net/20..
 
?
6

Liquefaction potential of dams and foundations:

Baladi, George Y ; Rohani, Behzad ; Geotechnical Laboratory (U.S.).
http://hdl.handle.net/2027/mdp.39015086529594.  , 1978
Link: http://hdl.handle.net/20..
 
?
7

Liquefaction potential of dams and foundations:

Baladi, George Y ; Rohani, Behzad, author ; United States. Army. Corps of Engineers
http://hdl.handle.net/2027/mdp.39015086529578.  , 1977
Link: http://hdl.handle.net/20..
 
?
8

Ground shock calculation parameter study : report 3 : influ..:

Baladi, George Y ; Nelson, Ivan, author
http://hdl.handle.net/2027/mdp.39015086519348.  , 1974
Link: http://hdl.handle.net/20..
 
?
9

Ground shock calculation parameter study:

Baladi, George Y ; U.S. Army Engineer Waterways Experiment Station
http://hdl.handle.net/2027/mdp.39015086519330.  , 1972
Link: http://hdl.handle.net/20..
 
?
10

Ground shock calculation parameter study : report 1 : effec..:

Baladi, George Y ; Hadala, Paul F., author
http://hdl.handle.net/2027/mdp.39015086519322.  , 1971
Link: http://hdl.handle.net/20..
 
?
11

Results of two free-field code calculations versus field me..:

Phillips, B. R. (Bruce R.) ; Baladi, George Y., author ; Waterways Experiment Station (U.S.). Soils and Pavements Laboratory.
http://hdl.handle.net/2027/mdp.39015086528414.  , 1973
Link: http://hdl.handle.net/20..
 
?
12

Free-field code predictions versus field measurements : a c..:

Zelasko, J. S. (Joseph Simon) ; Baladi, George Y., author ; Waterways Experiment Station (U.S.).
http://hdl.handle.net/2027/mdp.39015086519959.  , 1971
Link: http://hdl.handle.net/20..
 
?
13

Frost Depth: General Prediction Model:

Rajaei, Pegah ; Baladi, Gilbert Y.
Transportation Research Record: Journal of the Transportation Research Board.  2510 (2015)  1 - p. 74-80 , 2015
Link: https://doi.org/10.3141/..
 
?
14

Pavement Condition States before and after Treatment:

Dean, Christopher M. ; Baladi, Gilbert Y.
Transportation Research Record: Journal of the Transportation Research Board.  2366 (2013)  1 - p. 78-86 , 2013
Link: https://doi.org/10.3141/..
 
?
15

Modeling Pavement Conditions of Multilane Roads with Measur..:

Dawson, Tyler A. ; Baladi, Gilbert Y. ; Dean, Christopher M...
Transportation Research Record: Journal of the Transportation Research Board.  2304 (2012)  1 - p. 55-66 , 2012
Link: https://doi.org/10.3141/..
 
1-15