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Books on the topic 'Shear strength of soils Soil mechanics'

Author: Grafiati

Published: 4 June 2021

Last updated: 3 February 2022

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Consult the top 44 books for your research on the topic 'Shear strength of soils Soil mechanics.'

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1

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

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2

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

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3

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

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4

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

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5

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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6

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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7

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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8

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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9

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. IOS Press, 2008.

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10

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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11

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

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12

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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13

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

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14

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

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15

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

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16

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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17

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

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18

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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19

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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20

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

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21

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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22

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

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23

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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24

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

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25

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

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26

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

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27

Comparison of thawing soil strength measurements for predicting vehicle performance. U.S. Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, 1992.

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28

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

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29

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

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30

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

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31

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

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32

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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33

Skaugset, Arne E. Modeling root reinforcement in shallow forest soils. 1997.

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34

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

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35

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

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36

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

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37

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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38

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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39

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

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40

Head, K. H. Manual of Soil Laboratory Testing: Permeability, Shear Strength and Compressibility Tests (Manual of Soil Laboratory Testing). 2nd ed. John Wiley & Sons, 1996.

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41

Su, Weizhi. Static strength evaluation of cohesionless soil with oversize particles. 1989.

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42

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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43

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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44

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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