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1

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

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2

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.

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3

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

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4

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

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5

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

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6

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

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7

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

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8

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

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9

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

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10

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

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11

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

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12

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.

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13

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

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14

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.

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15

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

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16

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

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17

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.

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18

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.

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19

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

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20

United States. Bureau of Reclamation. Denver Office. Materials Engineering Branch., ed. 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.

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21

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. Edited by Jamiolkowski M. B, Lancellotta Renato, Lo Presti D, International Society of Soil Mechanics and Geotechnical Engineering., and Associazione geotecnica italiana. Rotterdam: A.A. Balkema, 1999.

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22

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.

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23

E, Burns Susan, Mayne Paul W, Santamarina J. Carlos, and International Society of Soil Mechanics and Geotechnical Engineering. Technical Committee 29., eds. 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.

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24

H, Stokoe Kenneth, Chung R. M, and National Institute of Standards and Technology (U.S.), eds. 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.

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25

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

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26

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.

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27

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.

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28

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

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29

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

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30

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

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31

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

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32

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

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33

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

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34

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

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35

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

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36

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

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37

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

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38

Hervé, Di Benedetto, ed. 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.

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39

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

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40

Soil Strength and Slope Stability. Wiley, 2005.

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41

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

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42

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

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43

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

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44

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

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45

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

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46

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

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47

Soil strength and slope stability. Wiley, 2014.

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48

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

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49

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

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50

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

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