Piled Waterfront Structures

Author:

Tsinker Gregory P.

Publisher

Springer US

Reference353 articles.

1. Aram Engineers, Inc., 1967. “Concentrated Loads on Haunched Deck Panels.”Unpub lished report. Tacoma, WA.

2. Agar, Y. B., Durguúogh H. T., and TA.May, M. T.,’1982. “Interface Properties of Sand.” ASCE Journal Geotechnical Engineering Division, Vol. 108, No 4.

3. Agarwal, S. L., Malhotra, A. K., and Banerjie, R., 1977. “Engineering Properties of Calcareous Soils Affecting the Design of Deep Penetration Piles for Offshore Structures. Proceedings 9th Annual Offshore Technology Conference: Houston, TX.

4. Akagi, T., Mura, K., Eawakami K., and Jakei, E., 1985: “On Embedded Length of Long Steel Piles with Large Diameter.” Proceedings Technical’ Conference On Penetrability and Drivability of Piles. Japanese Society for Soil Mechanics and Foundation Engineering, Tokyo.

5. Altaee, A. Evgin, E., and Fellentus, B. H., 1992a. “Axial Load Transfer for Piles in Sand. H Numerical Analysis.” Canadian Geotechnical Journal; Vol. 29.

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