Soil parameters required to simulate the dynamic lateral response of model piles in stiff clay
By: by Roger A. Brown and Harry M. Coyle.
Contributors: Coyle, Harry M.; Texas A & M University. Office of the Sea Grant Program.; Texas A & M University. Coastal and Ocean Engineering Division.
Series: Sea Grant Publication -- TAMU-SG-71-218.; Coastal and Engineering Division Report -- no. 144-C.O.E.; TAMU-SG -- no. 71-218.; COE report -- no. 144.
Publisher: Texas A & M University
Published: 1971
Place of publication: [College Station?]
Language: eng
Number of pages: 119
Subjects: Soil mechanics.; Piling (Civil engineering); Clay soils.
Description: Dissertation (Ph. D in Civil Engineering)--Texas A & M University.
Notes: Includes bibliography, leaves 85-87.

"Partially supported by the Sea Grant Program, National Oceanic and Atmospheric Administration, U.S. Department of Commerce Institutional Grants GH-59 and GH-101 to Texas A & M University."