Bücher zum Thema „STRENGTH OF SOIL“

Leʹsniewska, Danuta. Analysis of shear band pattern formation in soil. Gdaʹnsk: Instytut Budownictwa Wodnego PAN, 2000.

Baumgartl, Thomas. Spannungsverteilung in unterschiedlich texturierten Böden und ihre Bedeutung für die Bodenstabilität. Kiel: Vertrieb, Institut für Pflanzenernährung und Bodenkunde der Christian-Albrechts-Universität zu Kiel, 1991.

Kalaev, A. I. Nesushchai͡a︡ sposobnostʹ osnovaniĭ sooruzheniĭ. Leningrad: Stroĭizdat, Leningradskoe otd-nie, 1990.

Sobolevskiĭ, D. I͡U. Prochnostʹ i nesushchai͡a sposobnostʹ dilatirui͡ushchego grunta. Minsk: "Navuka i tėkhnika", 1994.

Vance, S. L. Relationship of soil strength and rowcrop yields on reconstructed surface mine soils. S.l: s.n, 1992.

Lade, P. Triaxial testing of soils. Hoboken: John Wiley & Sons Inc., 2016.

J, Jardine R., und Institution of Civil Engineers (Great Britain), Hrsg. Pre-failure deformation behaviour of geomaterials. London: Thomas Telford, 1998.

Fundamentals of soil mechanics for sedimentary and residual soils. Hoboken, N.J: Wiley, 2010.

Elsoufiev, Serguey A. Strength analysis in geomechanics. 2. Aufl. Dordrecht: Springer, 2010.

Geological Survey (U.S.), Hrsg. PETAL3: PEnetration Testing and Liquefaction, an interactive computer program. [Denver, Colo.?: U.S. Geological Survey, 1988.

Geological Survey (U.S.), Hrsg. PETAL3: PEnetration Testing and Liquefaction, an interactive computer program. [Denver, Colo.?: U.S. Geological Survey, 1988.

International Symposium on Deformation Characteristics of Geomaterials (5th 2011 Seoul, Korea). Deformation characteristics of geomaterials: Proceedings of the fifth International Symposium on Deformation Characteristics of Geomaterials, IS-Seoul 2011, 1-3 September 2011, Seoul, Korea. Amsterdam: Ios Press, 2011.

Ruenkrairergsa, Teeracharti. Stress-strain and strength characteristics of undisturbed granitic soil. Bangkok: Dept. of Highways, Ministry of Communications, Thailand, 1985.

Sobolevsky, Dmitry Yu. Strength of dilating soil and load-holding capacity of deep foundations: Introduction to theory and practical application. Rotterdam: A.A. Balkema, 1995.

Arkin, Y. Geotechnical factors influencing marl slopes in Israel. Jerusalem: Ministry of Energy and Infrastructure, Geological Survey of Israel, 1986.

Roger, Green. Factors affecting the long term strength of compacted Beaumont clay. Austin, Tex: The Center, 1986.

International Symposium on Pre-Failure Deformation Characteristics of Geomaterials (1994 Sapporo, Japan). Pre-failure deformation of geomaterials: Proceedings of the International Symposium on Pre-Failure Deformation Characteristics of Geomaterials, Sapporo, Japan 12-14 September 1994. Rotterdam: A.A. Balkema, 1994.

Rosenfield, J. Evaluation of USBR cyclic simple shear and cyclic triaxial apparatus for testing dynamic properties. Denver, Colo: Geotechnical Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1985.

S, Adaska Wayne, Hrsg. Controlled low-strength materials: Wayne S. Adaska, editor. Detroit, Mich: American Concrete Institute, 1994.

United States. Bureau of Reclamation. Denver Office. Materials Engineering Branch., Hrsg. Direct shear tests used in soil-geomembrane interface friction studies. Denver, Colo: Materials Engineering Branch, Research and Laboratory Services Division, Denver Office, U.S. Bureau of Reclamation, 1994.

International Symposium on Pre-Failure Deformation Characteristics of Geomaterials (2nd 1999 Torino, Italy). Pre-failure deformation characteristics of geomaterials: Proceedings of the Second International Symposium on Pre-Failure Deformation Characteristics of Geomaterials : Torino 99 : Torino, Italy 28-30 September, 1999. Herausgegeben von Jamiolkowski M. B, Lancellotta Renato, Lo Presti D, International Society of Soil Mechanics and Geotechnical Engineering. und Associazione geotecnica italiana. Rotterdam: A.A. Balkema, 1999.

Higgins, Jerry D. Engineering design in loess soils of southeastern Washington. Olympia, WA: Washington State Dept. of Transportation in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1987.

E, Burns Susan, Mayne Paul W, Santamarina J. Carlos und International Society of Soil Mechanics and Geotechnical Engineering. Technical Committee 29., Hrsg. Deformational characteristics of geomaterials: Proceedings of the Fourth International Symposium on Deformation Characteristics of Geomaterials, IS Atlanta 2008, 22-24 September 2008, Atlanta, Georgia, USA. Amsterdam, Netherlands: IOS Press, 2008.

H, Stokoe Kenneth, Chung R. M und National Institute of Standards and Technology (U.S.), Hrsg. Draft guidelines for evaluating liquefaction resistance using shear wave velocity measurements and simplified procedures. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1999.

K, Howard Amster, und Hitch Jennifer L. 1960-, Hrsg. The design and application of controlled low-strength materials (flowable fill). West Conshohocken, PA: ASTM, 1998.

Harris, David W. Dynamic effective stress finite element analysis of dams subjected to liquefaction. Denver, Colo: Embankment Dams Branch, Division of Dam and Waterway Design, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1986.

E, Miller Richard. Precision, accuracy, and efficiency of four tools for measuring soil bulk density or strength. [Portland, OR]: U.S. Dept. of Agriculture, Forest Service, Pacific Northwest Research Station, 2001.

Reclamation, United States Bureau of. Embankment dams. Denver, Colo: U.S. Dept. of the Interior, Bureau of Reclamation, Assistant Commissioner, Engineering and Research, 1992.

Francois, Nicot, und Wan Richard, Hrsg. Micromechanics of failure in granular geomaterials. London, UK: ISTE, 2009.

United States. Bureau of Reclamation. Embankment dams. Denver, Colo: U.S. Dept. of the Interior, Bureau of Reclamation, Denver Office, 1990.

United States. Bureau of Reclamation. Embankment dams. Denver, Colo: U.S. Dept. of the Interior, Bureau of Reclamation, Denver Office, 1991.

United States. Bureau of Reclamation. Embankment dams. Denver, Colo: U.S. Dept. of the Interior, Bureau of Reclamation, Denver Office, 1989.

United States. Bureau of Reclamation. Embankment dams. Denver, Colo: U.S. Dept. of the Interior, Bureau of Reclamation, Engineering and Research Center, 1987.

Francois, Nicot, und Wan Richard, Hrsg. Micromechanics of failure in granular geomaterials. London, UK: ISTE, 2009.

Francois, Nicot, und Wan Richard, Hrsg. Micromechanics of failure in granular geomaterials. London, UK: ISTE, 2009.

Fishman, Kenneth L. LRFD metal loss and service-life strength reduction factors for metal-reinforced systems. Washington, D.C: Transportation Research Board, 2011.

Newcomb, David E. Measuring in situ mechanical properties of pavement subgrade soils. Washington, D.C: National Academy Press, 1999.

Hervé, Di Benedetto, Hrsg. Deformation characteristics of geomaterials: Proceedings of the Third International Symposium on Deformation Characteristics of Geomaterials : IS Lyon 2003 : 22-24 September 2003, Lyon, France. Lisse: A.A. Balkema, 2003.

Strength Of Soul. London: Hodder & Stoughton, 1993.

Soil Strength and Slope Stability. Wiley, 2005.

Duncan, J. Michael, Thomas L. Brandon und Stephen G. Wright. Soil Strength and Slope Stability. Wiley & Sons, Incorporated, John, 2014.

Duncan, J. Michael, und Stephen G. Wright. Soil Strength and Slope Stability. Wiley & Sons, Incorporated, John, 2007.

Rouaiguia, Ammar. Strength of soil-structure interfaces. 1990.

Duncan, J. Michael, Thomas L. Brandon und Stephen G. Wright. Soil Strength and Slope Stability. Wiley & Sons, Incorporated, John, 2014.

Sobolevsky, D. Y. Strength Dilating Soil & Load Holding. Taylor & Francis, 1995.

Duncan, J. Michael, Thomas L. Brandon und Stephen G. Wright. Soil Strength and Slope Stability. Wiley & Sons, Incorporated, John, 2014.

Soil strength and slope stability. Wiley, 2014.

McNabb, David H. Consolidation, compression, and shear strength of four western Oregon forest soils. 1990.

Elsoufiev, Serguey A. Strength Analysis in Geomechanics. Springer, 2012.

Elsoufiev, Serguey A. Strength Analysis in Geomechanics. Springer London, Limited, 2010.