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Books on the topic 'Expansive soils and Shear strength'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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1

F, Richards Adrian, ASTM Committee D-18 on Soil and Rock., and International Symposium on Laboratory and Field Vane Shear Strength Testing (1987 : Tampa, Fla.), eds. Vane shear strength testing in soils: Field and laboratory studies. ASTM, 1988.

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2

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

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3

Donaghe, Robert T. Strength and deformation properties of earth-rock mixtures. Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1985.

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4

Fay, Kurt F. von. Review of negative pore pressure: Its measurement, and testing of the CRL apparatus. Geotechnical Branch, Division of Research and Laboratory Services, Engineering and Research Center, 1985.

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5

Richards, AF, ed. Vane Shear Strength Testing in Soils: Field and Laboratory Studies. ASTM International, 1988. http://dx.doi.org/10.1520/stp1014-eb.

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6

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

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7

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

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8

Kazarnovskiĭ, V. D. Ot͡s︡enka sdvigoustoĭchivosti svi͡a︡znykh gruntov v dorozhnom stroitelʹstve: Teoreticheskie osnovy i prakticheskie metody. "Transport", 1985.

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9

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

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10

Lade, P. Cyclic triaxial tests of the Bootlegger Cove Formation, Anchorage, Alaska. U.S. G.P.O., 1988.

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11

Lade, P. Cyclic triaxial tests of the Bootlegger Cove Formation, Anchorage, Alaska. Dept. of the Interior, 1988.

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12

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

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13

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. Ios Press, 2011.

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14

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. A.A. Balkema, 1994.

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15

J, Winters William, and Geological Survey (U.S.), eds. Geotechnical description of Yellow Sea sediments with some preliminary geological interpretations. Dept. of the Interior, U.S. Geological Survey, 1989.

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16

Ashour, Mohamed. Pile group program for full material modeling and progressive failure: Final report. California Dept. of Transportation, Division of Research and Innovation, 2008.

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17

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

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18

J, Winters William, and Geological Survey (U.S.), eds. Geotechnical description of Yellow Sea sediments with some preliminary geological interpretations. Dept. of the Interior, U.S. Geological Survey, 1989.

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19

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

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20

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. A.A. Balkema, 1999.

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21

Rosenfield, J. Evaluation of USBR cyclic simple shear and cyclic triaxial apparatus for testing dynamic properties. 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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22

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. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1999.

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23

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

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24

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

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25

Priour, D. Genèse des zones de cisaillement: Application de la méthode des éléments finis à la simulation numérique de la déformation des roches. Centre armoricain d'étude structurale des socles, Université de Rennes I, 1985.

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26

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

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27

Harris, David W. Dynamic effective stress finite element analysis of dams subjected to liquefaction. 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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28

S, Swolfs Henri, and Geological Survey (U.S.), eds. In situ geomechanics of crystalline and sedimentary rocks. Dept. of the Interior, U.S. Geological Survey, 1987.

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29

C, Costes Nicholas, Porter Ronald F, and United States. National Aeronautics and Space Administration., eds. Mechanics of Granular Materials (MGM). Society of Photo-Optical Instrumentation Engineers, 1996.

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30

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

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31

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

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32

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

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33

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

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34

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

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35

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

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36

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

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37

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

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38

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

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39

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

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40

Chugh, Yoginder P. In situ strength characteristics of coal mine floor strata in Illinois. Illinois State Geological Survey, 1987.

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41

Chugh, Yoginder P. In situ strength characteristics of coal mine floor strata in Illinois. Illinois Mine Subsidence Research Program, 1988.

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42

Chugh, Yoginder P. In situ strength characteristics of coal mine floor strata in Illinois. Illinois State Geological Survey, 1988.

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43

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. A.A. Balkema, 2003.

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44

Matasovic, Neven. Practices and procedures for site-specific evaluations of earthquake ground motions. Transportation Research Board, 2012.

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45

Khakbazan, Ali. Swelling, shrinkage and shear strength of unsaturated expansive clays. 1995.

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46

Lade, Poul V. Triaxial Testing of Soils. Wiley & Sons, Incorporated, John, 2016.

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47

Lade, Poul V. Triaxial Testing of Soils. Wiley & Sons, Incorporated, John, 2016.

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48

Lade, Poul V. Triaxial Testing of Soils. Wiley & Sons, Limited, John, 2016.

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49

Kliewer, Julie E. Test procedures for low-confining stress, multistage triaxial testing of compacted cohesive soils. 1992.

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50

Kliewer, Julie E. Test procedures for low-confining stress, multistage triaxial testing of compacted cohesive soils. 1992.

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