Proceedings of the Foundation Deformation Prediction Symposium.
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| Corporate Authors: | , , , |
|---|---|
| Format: | Conference Proceeding Book |
| Language: | English |
| Published: |
Washington, D.C. : Springfield, Va. :
Dept. of Transportation, Federal Highway Administration, Offices of Research and Development ; NTIS,
1975.
|
| Series: | PB ;
254 762 Report (United States. Federal Highway Administration. Offices of Research, Development, and Technology) ; FHWA-RD-75-515. |
| Subjects: |
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| 111 | 2 | |a Foundation Deformation Prediction Symposium |d (1975 : |c Cambridge, Mass.) | |
| 245 | 1 | 0 | |a Proceedings of the Foundation Deformation Prediction Symposium. |
| 260 | |a Washington, D.C. : |b Dept. of Transportation, Federal Highway Administration, Offices of Research and Development ; |a Springfield, Va. : |b NTIS, |c 1975. | ||
| 300 | |a 2 v. : |b ill. ; |c 28 cm. | ||
| 440 | 0 | |a PB ; |v 254 762 | |
| 490 | 1 | |a Report ; |v FHWA-RD-75-515 | |
| 500 | |a "Held at Massachusetts Institute of Technology, Cambridge, Massachusetts, November 13-15, 1974. Sponsored by Constructed Facilities Division, Civil Engineering Department, Massachusetts Institute of Technology in cooperation with Commonwealth of Massachusetts Department of Public Works and U.S. Department of Transportation, Federal Highway Administration"--t.p. | ||
| 505 | 0 | 0 | |a V. 1. Symposium summary -- v. 2. Appendix. |
| 650 | 0 | |a Embankments |x Design and construction |v Congresses. | |
| 650 | 0 | |a Slopes (Soil mechanics) |v Congresses. | |
| 650 | 0 | |a Foundations |v Congresses. | |
| 650 | 0 | |a Deformations (Mechanics) |v Congresses. | |
| 710 | 1 | |a United States. |b Federal Highway Administration. |b Offices of Research and Development. | |
| 710 | 1 | |a Massachusetts. |b Dept. of Public Works. | |
| 710 | 2 | |a Massachusetts Institute of Technology. |b Dept. of Civil Engineering. | |
| 830 | 0 | |a Report (United States. Federal Highway Administration. Offices of Research, Development, and Technology) ; |v FHWA-RD-75-515. | |
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