최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기Journal of geotechnical engineering, v.111 no.9, 1985년, pp.1061 - 1076
Trautmann, Charles H. (Research Assoc., School of Civ. and Environmental Engrg., Cornell Univ., Ithaca, N.Y. 14853) , O'Rourfce, Thomas D. (Assoc. Prof., School of Civ. and Environmental Engrg., Cornell Univ., Ithaca, N.Y. 14853) , Kulhawy, Fred H. (Prof., School of Civ. and Environmental Engrg., Cornell Univ., Ithaca, N.Y. 14853)
The design of buried pipelines in areas of vertical ground movement is governed, in part, by the magnitude of the forces imposed on the pipe and the displacements at which they are developed. An experimental study of these effects, dealing in particular with the influence of soil density and depth of burial, is described. The results compare well with several published models for medium and dense sand, but measured values of uplift resistance are much lower than predicted for loose contractive sand. A simplified procedure that can be applied to the design of buried pipelines is given.(Author abstract)
American Society for Testing and Materials 1983 Annual Book of Standards Part 19 Philadelphia Pa. 1983 560 pp.
American Water Works Association “USA Standard for Thickness Design of Cast‐Iron Pipe ” Standard H1‐67 New York N.Y. 1967 78 pp.
Audibert J. M. E. Lai N. W. and Bea R. G. “Design of Pipelines to Resist Seafloor Instabilities and Hydrodynamic Forces ” presented at the Energy Technology Conference and Exhibition held in Houston Tex. Nov. 1978 16 pp.
Journal of the Geotechnical Engineering Division Audibert J. M. E. 1119 103 10 1977 10.1061/AJGEB6.0000500 Soil Restraint Against Horizontal Motion of Pipes
Proceedings Balla A. 569 1961 The Resistance to Breaking Out of Mushroom Foundations for Pylons
Journal of the Geotechnical Engineering Division Das B. M. 999 101 9 1975 10.1061/AJGEB6.0000202 Breakout Resistance of Shallow Horizontal Anchors
Heuer C. E. Caldwell J. B. and Zamsky B. “Design of Buried Seafloor Pipelines for Permafrost Thaw Settlement ” presented at the Fourth International Conference on Permafrost held at Fairbanks Alaska July 1983.
Journal of the Soil Mechanics and Foundations Division Kondner R. L. 115 89 1 1963 10.1061/JSFEAQ.0000479 Hyperbolic Stress‐Strain Response: Cohesive Soils
Kulhawy F. H. Trautmann C. H. Beech J. F. O'Rourke T. D. McGuire W. Wood W. A. and Capano C. “Transmission Line Structure Foundations for Uplift‐Compression Loading ” Research Report EL‐2870 Electric Power Research Institute Palo Alto Calif. Feb. 1983 412 pp.
Ladanyi, B., Hoyaux, B.. A STUDY OF THE TRAP-DOOR PROBLEM IN A GRANULAR MASS. Canadian geotechnical journal: Revue canadienne de géotechnique, vol.6, no.1, 1-14.
Österreichische Bauzeitschrift Majer J. 85 10 5 1955 Zur Berechnung von Zugfundamenten
Marston A. “The Theory of External Loads on Closed Conduits in the Light of the Latest Experiments ” Bulletin 96 Iowa Engineering Experiment Station Ames Iowa 1930.
Matyas, Elmer L., Davis, John B.. Prediction of Vertical Earth Loads on Rigid Pipes. Journal of geotechnical engineering, vol.109, no.2, 190-201.
Matyas, Elmer L., Davis, John B.. Experimental Study of Earth Loads on Rigid Pipes. Journal of geotechnical engineering, vol.109, no.2, 202-209.
Maynard T. R. and O'Rourke T. D. “Soil Movements Effect on Adjacent Public Facilities ” presented at the ASCE Annual Meeting San Francisco Calif. Oct. 1977 (Preprint 3111).
Meyerhof, G. G.. The Ultimate Bearing Capacity of Foudations. Géotechnique, vol.2, no.4, 301-332.
Meyerhof, G G, Adams, J I. The Ultimate Uplift Capacity of Foundations. Canadian geotechnical journal: Revue canadienne de géotechnique, vol.5, no.4, 225-244.
Proceedings O'Rourke T. D. 124 77 1983 Effects of Lateral Spreading on Buried Pipelines During the 1971 San Fernando Earthquake
O'Rourke T. D. and Trautmann C. H. “Analytical Modeling of Buried Pipeline Response to Permanent Earthquake Displacements ” Geotechnical Engineering Report 80‐4 NTIS No. PB 81‐146896 Cornell University Ithaca N.Y. 1980 85 pp.
O'Rourke T. D. and Trautmann C. H. “Buried Pipeline Response to Tunneling Ground Movements ” Proceedings Europipe 82 European Exhibition and Conference on the Construction and Maintenance of Pipelines Basil Switzerland Jan. 1982 pp. 9-16.
Rowe, R. K., Davis, E. H.. The behaviour of anchor plates in sand. Géotechnique, vol.32, no.1, 25-41.
Spangler M. G. “Culverts and Conduits ” Foundation Engineering G. A. Leonards ed. Chapter 11 McGraw‐Hill Book Co. Inc. New York N.Y. 1962 pp. 965-999.
Spangler M. G. and Handy R. L. Soil Engineering Harper & Row New York N.Y. 1982 819 pp.
Stewart J. P. and Kulhawy F. H. “Experimental Investigation of the Uplift Capacity of Drilled Shaft Foundations in Cohesionless Soil ” Contract Report B‐49(6) to Niagara Mohawk Power Corporation Cornell University Ithaca N.Y. 1981 136 pp.
Journal of the Geotechnical Engineering Division Thomas H. G. 1214 10 9 1978 10.1061/AJGEB6.0000696 Soil Restraint Against Horizontal Motion of Pipes
Trautmann C. H. and O'Rourke T. D. “Behavior of Pipe in Dry Sand Under Lateral and Uplift Loading ” Geotechnical Engineering Report 83‐7 Cornell University Ithaca N.Y. 1983 306 pp.
Journal of the Soil Mechanics and Foundations Division Vesić A. S. 1183 97 9 1971 10.1061/JSFEAQ.0001659 Breakout Resistance of Objects Embedded in Ocean Bottom
Journal of the Soil Mechanics and Foundations Division Vesić A. S. 265 98 3 1972 10.1061/JSFEAQ.0001740 Expansion of Cavities in Infinite Soil Mass
Wang M. C. and Wu A. H. “Yielding Load of Anchor in Sand ” Proceedings Symposium on Application of Plasticity and Generalized Stress‐Strain in Geotechnical Engineering ASCE New York N.Y. Oct. 1980 pp. 291-307.
*원문 PDF 파일 및 링크정보가 존재하지 않을 경우 KISTI DDS 시스템에서 제공하는 원문복사서비스를 사용할 수 있습니다.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.