Skip navigation
Toggle navigation
Home
Browse
Communities
& Collections
Browse Items by:
Issue Date
Author
Title
Subject
Type
Report
About
About Knowledge Core
Policies
History of ERDC
Contact Us
Help
Help
FAQ
Sign on to:
My Knowledge Core
Edit Profile
ERDC Knowledge Core
Search
Search:
All of Knowledge Core
Pre - Engineer Research and Development Center (ERDC)
Soils and Pavements Laboratory - (8/1/1972 - 4/16/1978)
Publication
Contract Report
Miscellaneous Paper
Technical Report
for
Current filters:
Title
Author
Subject
Date Issued
Has File(s)
Filename
File description
Equals
Contains
ID
Not Equals
Not Contains
Not ID
Start a new search
Add filters:
Use filters to refine the search results, then click the above search button.
Title
Author
Subject
Date Issued
Has File(s)
Filename
File description
Equals
Contains
ID
Not Equals
Not Contains
Not ID
Results 1-10 of 13 (Search time: 0.348 seconds).
previous
1
2
next
Item hits:
Issue Date
Title
Author(s)
1987-09
State-of-the-art for assessing earthquake hazards in the United States. Report 25, Parameters for specifying intensity-related earthquake ground motions
Soils and Pavements Laboratory (U.S.)
;
Krinitzsky, E. L.
;
Chang, Frank K.
1982-06
State-of-the-art for assessing earthquake hazards in the United States. Report 19, The evidence for reservoir-induced macroearthquakes
Soils and Pavements Laboratory (U.S.)
;
Meade, R. (Ronald B.)
1986-08
State-of-the-art for assessing earthquake hazards in the United States. Report 21, Seismic source zones of the Eastern United States and seismic zoning of the Atlantic seaboard and Appalachian regions
Weston Observatory.
;
Soils and Pavements Laboratory (U.S.)
;
Barosh, Patrick J. (Patrick James), 1936-
1984-04
Engineering properties of clay shales. Report 5, Strength and deformation properties of Pepper and Del Rio clay shales from Waco Dam
Stroman, William R.
;
Feese, Arthur H.
1982-09
Engineering properties of clay shales. Report 4, Laboratory and computational procedures for predictions of pore pressures in clay shale foundations
Soils and Pavements Laboratory (U.S.)
;
Leavell, Daniel A.
;
Peters, John F.
;
Townsend, Frank C.
1981-10
State-of-the-art for assessing earthquake hazards in the United States. Report 17, Interpretation of strong ground motion records
University of California, Berkeley. Department of Geology and Geophysics
;
Soils and Pavements Laboratory (U.S.)
;
Bolt, Bruce A., 1930-2005
1983-08
State-of-the-art for assessing earthquake hazards in the United States. Report 20, The contribution of directivity focusing to earthquake intensities
University of California, Berkeley. Department of Geology and Geophysics
;
Soils and Pavements Laboratory (U.S.)
;
Bolt, Bruce A., 1930-2005
1987-05
State-of-the-art for assessing earthquake hazards in the United States. Report 24, WES RASCAL code for synthesizing earthquake ground motions
Woodward-Clyde Consultants
;
Soils and Pavements Laboratory (U.S.)
;
Silva, Walter J. (Walter Joseph)
;
Lee, Kin
1987-02
State-of-the-art for assessing earthquake hazards in the United States. Report 22, Mapping the extent and thickness of liquefiable soil layers at engineering sites
Brigham Young University. Department of Civil and Environmental Engineering
;
Soils and Pavements Laboratory (U.S.)
;
Bartlett, Steven F.
;
Youd, T. Leslie
1982-01
State-of-the-art for assessing earthquake hazards in the United States. Report 18, Errors in probabilistic seismic hazard analysis
Massachusetts Institute of Technology. Department of Civil Engineering
;
Soils and Pavements Laboratory (U.S.)
;
Veneziano, Daniele
Discover
Author
2
Bolt, Bruce A., 1930-2005
2
Chang, Frank K.
2
Krinitzsky, E. L.
2
Nuttli, Otto W.
1
Barosh, Patrick J. (Patrick James...
1
Bartlett, Steven F.
1
Feese, Arthur H.
1
Gann, Albert R.
1
Leavell, Daniel A.
1
Lee, Kin
.
next >
Subject
2
Foundations
2
Seismometry
2
Soil liquefaction
1
Accelerograms
1
Bank stability
1
Borings
1
Causative structures
1
Cause of earthquake
1
Clay shales
1
Computer programs
.
< previous
next >
Date issued
5
1987
3
1982
2
1981
1
1983
1
1984
1
1986
Has File(s)
13
true