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1

Soil behaviour and critical state soil mechanics. Cambridge [England]: Cambridge University Press, 1990.

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2

Ken, Been, ed. Soil liquefaction: A critical state approach. London: Taylor & Francis, 2006.

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3

Britto, A. M. Critical state soil mechanics via finite elements. Chichester: Ellis Horwood, 1990.

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4

1951-, Gunn M. J., ed. Critical state soil mechanics via finite elements. Chichester, West Sussex: E. Horwood, 1987.

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5

An introduction to the mechanics of soils and foundations: Through critical state soil mechanics. London: McGraw-Hill Book Co., 1993.

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6

Soil mechanics in the light of critical state theories: An introduction. Rotterdam, Netherlands: A.A. Balkema, 1995.

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7

Majlesi, Y. A study of critical state soil mechanics and the triaxial test. London: North East London Polytechnic, 1985.

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8

M, Reimbert André, ed. Pressures and settlements of surface foundations: Calculations of foundation footings, elasto-plastic state of media. New York, N.Y., USA: Lavoisier, 1990.

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9

International Workshop on Limit State Design in Geotechnical Engineering Practice (2003 Massachusetts Institute of Technology). Proceedings of the International Workshop on Limit State Design in Geotechnical Engineering Practice: Massachusetts Institute of Technology, USA, 26 June 2003. Edited by Phoon Kok-Kwang, Honjo Yusuke, and Gilbert Robert B. 1965-. Singapore: World Scientific, 2003.

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10

Bruce, Donald A. Major dam rehabilitation by special geotechnical construction techniques: A state-of-pratice review. Zürich, Switzerland: RODIO, published in collaboration with the Institute for Engineering Research, Foundation Kollbrunner-RODIO, Zürich, 1991.

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11

Rihm, B. Critical Loads of acidity for forest soils and alpine lakes: Steady state mass balance method. Berne: FOEFL, 1994.

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12

Gerstel, Wendy J. Slope stability analysis of the bluffs along the Washington State Capitol Campus, Olympia, Washington. Olympia, WA: Washington Dept. of Natural Resources, Division of Geology and Earth Resources, 1996.

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13

Brooks, Eric W. Desert varnish (PERMEON) evaluation, Dabney State Park (Region 1): Construction report. Salem, OR: Oregon Dept. of Transportation, Research Group, 2000.

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14

Specialty Conference on Delineation of Landslide, Flash Flood and Debris Flow Hazards in Utah (1984 Utah State University). Delineation of landslide, flash flood, and debris flow hazards in Utah: Proceedings of a specialty conference held at Utah State University, Logan, Utah, June 14-15, 1984. Logan, UT: Utah State University, 1985.

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15

International Conference on Geosynthetics (7th 2002 Nice, France). Geosynthetics: State of the art, recent developments : proceedings of the seventh International Conference on Geosynthetics, 7 ICG-Nice 2002, France, 22-27 September 2002. Edited by Delmas Philippe, Gourc J. P, Girard H, International Geosynthetics Society, and Comité français des géosynthétiques. Lisse: Balkema, 2002.

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16

Kubbinga, Henk, ed. The Collected Papers of Frits Zernike (1888-1966): Volumes I, II, III, IV. Groningen, Netherlands: Groningen University Press, 2012.

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17

Soil behaviour and critical state soil mechanics. Cambridge University Press, 1990.

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18

Wood, David Muir. Soil Behaviour and Critical State Soil Mechanics. Cambridge University Press, 2014.

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19

Been, Ken, and Michael Jefferies. Soil Liquefaction: A Critical State Approach. Taylor & Francis Group, 2006.

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20

Soil Liquefaction: A Critical State Approach, Second Edition. CRC Press LLC, 2015.

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21

Been, Ken, and Mike Jefferies. Soil Liquefaction: A Critical State Approach, Second Edition. Taylor & Francis Group, 2015.

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22

Been, Ken, and Mike Jefferies. Soil Liquefaction: A Critical State Approach, Second Edition. Taylor & Francis Group, 2015.

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23

Jain, Shailendra, K. Rajagopal, and R' G. Robinson. Critical State Soil Mechanics and Its Applications. Wiley & Sons, Limited, John, 2021.

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24

Jain, Shailendra, K. Rajagopal, and R' G. Robinson. Critical State Soil Mechanics and Its Applications. Wiley & Sons, Limited, John, 2021.

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25

Jain, Shailendra, K. Rajagopal, and R' G. Robinson. Critical State Soil Mechanics and Its Applications. Wiley & Sons, Incorporated, John, 2021.

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26

O'Sullivan, Catherine, Kevin Hanley, and Xin Huang. Critical State Framework for Soil Behaviour: New Insight from DEM Simulations. Elsevier, 2025.

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27

O'Sullivan, Catherine, Kevin Hanley, and Xin Huang. Critical State Framework for Soil Behaviour: New Insight from DEM Simulations. Elsevier, 2016.

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28

Ortigao, J. A. R. Soil Mechanics in the Light of Critical State Theories. Taylor & Francis Group, 2020.

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29

Ortigao, J. A. R. Soil Mechanics in the Light of Critical State Theories. Taylor & Francis Group, 2020.

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30

Ortigao, J. A. R. Soil Mechanics in the Light of Critical State Theories. Taylor & Francis Group, 2020.

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31

Ortigao, J. A. R. Soil Mechanics in the Light of Critical State Theories. Taylor & Francis Group, 2020.

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32

Ortigao, J. A. R. Soil Mechanics in the Light of Critical State Theories. CRC Press, 2020. http://dx.doi.org/10.1201/9781003077701.

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33

Gunn, Michael J., and Arul M. Britto. Critical State Soil Mechanics Via Finite Elements (Ellis Horwood Series in Civil Engineering). Ellis Horwood Ltd, 1991.

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34

Been, K., and M. Jeffries. Soil Liquefaction: A Critical State Approach. Taylor & Francis Group, 2006.

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35

Mechanics Of Natural Solids. Springer, 2009.

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36

Kolymbas, Dimitrios, and Gioacchino Viggiani. Mechanics of Natural Solids. Springer London, Limited, 2009.

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37

Kolymbas, Dimitrios, and Gioacchino Viggiani. Mechanics of Natural Solids. Springer Berlin / Heidelberg, 2014.

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38

(Editor), Kok-Kwang Phoon, Yusuke Honjo (Editor), and Robert B. Gilbert (Editor), eds. Limit State Design in Geotechnical Engineering Practice: Proceedings of the International Workshop, Massachusetts Institute of Technology, USA 26 June 2003. World Scientific Publishing Company, 2004.

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39

Abel, Chol Deng Thon. Soil Aquifer Treatment : Assessment and Applicability of Primary Effluent Reuse in Developing Countries: UNESCO-IHE PhD Thesis. Taylor & Francis Group, 2014.

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40

Lisa, Lewis, Maurer Mark, Washington (State). Dept. of Transportation., Washington State Transportation Commission. Planning and Programming Service Center., United States Forest Service, and National Riparian Service Team (U.S.), eds. Soil bioengineering for upland slope stabilization: By Lisa Lewis, principal investigator ... [et al.] ; Washington State Department of Transportation, technical monitor, Mark Maurer. [Olympia, Wash.]: Washington State Dept. of Transportation, 2001.

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41

1990 services directory, Technical Services Division: Engineering Research and Development Bureau, Materials Bureau, Soil Mechanics Bureau. [Albany, N.Y.?]: New York State Dept. of Transportation, 1990.

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42

A report requested by the Governor of the State of Washington: Unstable slopes on I-90 Snoqualmie Pass : re-assessment and recommendations. [Olympia, Wash.]: Washington State Dept. of Transportation, 2006.

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43

Baden, John. Vanishing Farmland Crisis: Critical Views of the Movement to Preserve Agricultural Land. University Press of Kansas, 2021.

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44

Domb, C., J. L. Lebowitz, B. Schmittmann, and R. K. P. Zia. Statistical Mechanics of Driven Diffusive Systems: Phase Transitions and Critical Phenomena (Vol 17). Academic Press, 1995.

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45

Kresin, Vladimir, Sergei Ovchinnikov, and Stuart Wolf. Superconducting State. Oxford University Press, 2021. http://dx.doi.org/10.1093/oso/9780198845331.001.0001.

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For the past almost fifty years, scientists have been trying to explain the phenomenon of superconductivity. The mechanism is the key ingredient of microscopic theory, which was developed by Bardeen, Cooper, and Schrieffer in 1957. The theory also introduced the basic concepts of pairing, coherence length, energy gap, and so on. Since then, microscopic theory has undergone an intensive development. This book provides a very detailed theoretical treatment of the key mechanisms of superconductivity, including the current state of the art (phonons, magnons, plasmons). In addition, the book contains descriptions of the properties of the key superconducting compounds that are of the most interest for science and applications. For many years, there has been a search for new materials with higher values of the main parameters, such as the critical temperature and critical current. At present, the possibility of observing superconductivity at room temperature has become perfectly realistic. That is why the book is especially concerned with high-Tc systems such as high-Tc oxides, hydrides with record values for critical temperature under high pressure, nanoclusters, and so on. A number of interesting novel superconducting systems have been discovered recently, including topological materials, interface systems, and intercalated graphene. The book contains rigorous derivations based on statistical mechanics and many-body theory. The book also provides qualitative explanations of the main concepts and results. This makes the book accessible and interesting for a broad audience.
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46

Martin, Derek, and Peter Stacey, eds. Guidelines for Open Pit Slope Design in Weak Rocks. CSIRO Publishing, 2018. http://dx.doi.org/10.1071/9781486303489.

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Weak rocks encountered in open pit mines cover a wide variety of materials, with properties ranging between soil and rock. As such, they can provide a significant challenge for the slope designer. For these materials, the mass strength can be the primary control in the design of the pit slopes, although structures can also play an important role. Because of the typically weak nature of the materials, groundwater and surface water can also have a controlling influence on stability. Guidelines for Open Pit Slope Design in Weak Rocks is a companion to Guidelines for Open Pit Slope Design, which was published in 2009 and dealt primarily with strong rocks. Both books were commissioned under the Large Open Pit (LOP) project, which is sponsored by major mining companies. These books provide summaries of the current state of practice for the design, implementation and assessment of slopes in open pits, with a view to meeting the requirements of safety, as well as the recovery of anticipated ore reserves. This book, which follows the general cycle of the slope design process for open pits, contains 12 chapters. These chapters were compiled and written by industry experts and contain a large number of case histories. The initial chapters address field data collection, the critical aspects of determining the strength of weak rocks, the role of groundwater in weak rock slope stability and slope design considerations, which can differ somewhat from those applied to strong rock. The subsequent chapters address the principal weak rock types that are encountered in open pit mines, including cemented colluvial sediments, weak sedimentary mudstone rocks, soft coals and chalk, weak limestone, saprolite, soft iron ores and other leached rocks, and hydrothermally altered rocks. A final chapter deals with design implementation aspects, including mine planning, monitoring, surface water control and closure of weak rock slopes. As with the other books in this series, Guidelines for Open Pit Slope Design in Weak Rocks provides guidance to practitioners involved in the design and implementation of open pit slopes, particularly geotechnical engineers, mining engineers, geologists and other personnel working at operating mines.
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