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期刊名称：INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS ISSN： 0363-9061 版本： SCI-CDE 出版频率： Semi-monthly 出版社： WILEY, 111 RIVER ST, HOBOKEN, USA, NJ, 07030-5774   出版社网址： http://onlinelibrary.wiley.com/ 期刊网址： http://onlinelibrary.wiley.com/journal/10.1002/(ISSN)1096-9853 影响因子： 4.264 主题范畴： ENGINEERING, GEOLOGICAL;    MATERIALS SCIENCE, MULTIDISCIPLINARY;    MECHANICS 期刊简介(About the journal)    投稿须知(Instructions to Authors)    编辑部信息(Editorial Board)    About the journal The Journal bridges the gap between constitutive modelling and the solution of engineering problems in the field of geo-materials and structures. The Editors aim to foster the exchange and dissemination of new ideas and results between engineers doing research on geomaterials (soils, concrete, rocks) and related materials (such as powders and ice), including applications to structures. In this light the emphasis of the journal will be on experiments (both in-situ and in the laboratory), constitutive modelling, interface and surface phenomena, instabilities, fracture and failure, inverse problems, coupled deformation-diffusion processes, time-dependent phenomena and development of numerical techniques needed for large-scale computations. Specifically within the scope of the journal fall simulation and modelling of the mechanical behaviour of heterogeneous materials at different scales, including micro-mechanics, and any other issue that bears upon the specific difficulties encountered in modelling materials where the microstructure becomes important for their macroscopically observed mechanical and physical properties. Applications may be to any area of geotechnical, mining, environmental and structural engineering. E.g. reinforced systems (geotextiles, reinforced concrete), construction processes, earthquake engineering, reservoir engineering, off-shore technology, geo-thermal energy, earth-structure interaction are within the scope. Instructions to Authors Copyright Transfer Agreement Permission Request Form LaTeX Class Files Instructions to Authors Manuscript submission (for refereeing purposes). Either submit a PDF version, or three copies of the manuscript (including copies of tables and illustrations) to Professor F. Darve or Professor R. de Borst or Professor S. Sture or Professor A. J. Whittle. Félix Darve Institut National Polytechnique de Grenoble Laboratoire 3S-IMG. B.P. 53 38041 Grenoble, France Felix.Darve@hmg.inpg.fr Ren?de Borst Koiter Institute Delft Delft University of Technology PO Box 5058 NL-2600 GB Delft The Netherlands R.deBorst@LR.TUDelft.nl Stein Sture University of Colorado Department of Civil, Environmental and Architectural Engineering Engineering Centre OT6 26 Campus Box 428 Boulder, Colorado 80309-0428, USA sture@bechtel.colorado.edu Andrew J Whittle Massachusetts Institute of Technology Room 1-353 77 Massachusetts Ave. Cambridge MA 02139-4307, USA ajwhittl@mit.edu Authors must also supply: a Copyright Transfer Agreement with original signature(s) - without this we are unable to accept the submission, and permission letters - it is the author's responsibility to obtain written permission to reproduce (in all media, including electronic) material which has appeared in another publication. The author can use the Wiley Permission Request Form. Submission of a manuscript will be held to imply that it contains original unpublished work and is not being submitted for publication elsewhere at the same time. Submitted material will not be returned to the author, unless specifically requested. Submission of the final, accepted manuscript (for publication purposes). The electronic copy of the final version of the manuscript must be sent to the Editor together with the paper copy. Disks should be PC or Mac formatted; write on the disk the software package used, the name of the author and the name of the journal. We are able to use most word processing packages, but prefer Word or WordPerfect and TEX or one of its derivatives (PDF or PS are not acceptable as word-processing packages). Illustrations must be submitted in electronic format where possible. Save each figure as a separate file, preferably in TIFF or EPS format, and include the source file. Write on the disk the software package used to create the figures; we favour dedicated illustration packages over tools such as Excel or Powerpoint. Manuscript style. The language of the journal is English and the spelling should conform to that of the Oxford English Dictionary. All submissions including book reviews must have a title, be printed on one side of the paper, be double-line spaced and have a margin of 3cm all round. Illustrations and tables must be printed on separate sheets, and not be incorporated into the text. The title page must list the full title, short title, and names and affiliations of all authors. Give the full address, including email, telephone and fax, of the author who is to check the proofs. Include the name(s) of any sponsor(s) of the research contained in the paper, along with grant number(s). Supply a summary of about 200 words for all articles except book reviews. This should be a concise summary of the whole paper, not just the conclusions, and should be understandable without reference to the rest of the paper. It should contain no citation to other published work. The journal also features a Letters section, allowing accelerated publication of original and significant contributions of high quality in geomechanics. Reference style. References should be cited in the text by number within square brackets and listed at the end of the paper in the order in which they appear in the text. All references must be complete and accurate. Where possible the DOI for the reference should be included at the end of the reference. Online citations should include date of access. If necessary, cite unpublished or personal work in the text but do not include it in the reference list. References should be listed in the following style: Journals 1. Rangeard D, Hicher PY, Zentar R. Determining soil permeability from pressuremeter tests. International Journal for Numerical and Analytical Methods in Geomechanics 2003; 27(1):1-24. DOI: 10.1002/nag.258 Books 2. Jin JM. The Finite Element Method in Electromagnetics. Wiley: New York; 1-22. Illustrations. Supply each illustration on a separate sheet, with the lead author's name and the figure number, with the top of the figure indicated, on the reverse. Supply original photographs; photocopies or previously printed material will not be used. Line artwork must be high-quality laser output (not photocopies). Tints are not acceptable; lettering must be of a reasonable size that would still be clearly legible upon reduction, and consistent within each figure and set of figures. Supply artwork at the intended size for printing. The cost of printing colour illustrations in the journal will be charged to the author. If colour illustrations are supplied electronically in either TIFF or EPS format they may be used in the PDF of the article at no cost to the author, even if this illustration was printed in black and white in the journal. The PDF will appear on the Wiley InterScience site. Copyright. To enable the publisher to disseminate the author's work to the fullest extent, the author must sign a Copyright Transfer Agreement, transferring copyright in the article from the author to the publisher, and submit the original signed agreement with the article presented for publication. A copy of the agreement to be used (which may be photocopied) will be reproduced in each volume of the International Journal for Numerical and Analytical Methods in Geomechanics and on the Wiley InterScience website at www.interscience.wiley.com. Copies may also be obtained from the journal editor or publisher. Further Information. Proofs will be sent to the author for checking. This stage is to be used only to correct errors that may have been introduced during the production process. Prompt return of the corrected proofs, preferably within two days of receipt, will minimise the risk of the paper being held over to a later issue. Twenty-five complimentary offprints will be provided to the author who checked the proofs, unless otherwise indicated. Further offprints and copies of the journal may be ordered. There is no page charge to authors. Editorial Board EDITORS Félix Darve Institut National Polytechnique de Grenoble Laboratoire 3S-IMG. B.P. 53 38041 Grenoble France Felix.Darve@inpg.fr Stein Sture University of Colorado Department of Civil, Environmental and Architectural Engineering Engineering Centre OT6 26 Campus Box 428 Boulder, Colorado 80309-0428, USA sture@bechtel.colorado.edu Ren?de Borst Koiter Institute Delft Delft University of Technology PO Box 5058, NL-2600 GB Delft The Netherlands R.deBorst@LR.TUDelft.nl Andrew J Whittle Massachusetts Institute of Technology Room 1-353 77 Massachusetts Ave. Cambridge MA 02139-4307, USA ajwhittl@mit.edu ADVISORY EDITOR Ian M. Smith Simon Engineering Laboratory University of Manchester Oxford Road, Manchester M13 9PL, UK ian.smith@man.ac.uk EDITORIAL BOARD J. Mazars Institut National Polytechnique de Grenoble Laboratoire 3S, B.P. 53 61 Avenue du Président Wilson 38041 Grenoble Cedex, France R. Nova Politecnico di Milano Dipartimento di Ingegneria Strutturale Piazza Leonardo da Vinci 32 I-20133 Milano, Italy M. Pastor Head of Comp. Engg. Division CETA-CEDEX, Alfonso XII, 3 280 14 Madrid, Spain Professor. R.K. Rowe Geotechnical Research Centre Department of Civil and Environmental Engineering The University of Western Ontario London ON N6A 5B9 Canada S. Sloan Geotechnical Research Group Civil Engineering University of Newcastle NSW 2308, Australia Professor T. Tanabe Nagoya University Department of Civil Engineering Furo-chu, Chikusa-ku Nagoya City 464, Japan Professor Ioannis Vardoulakis E. M. Polytechnion Laboratory of Testing and Materials 5 Heroes of Polytechnion Avenue GR-157 73 Athens, Greece Professor Kaspar Willam University of Colorado Department of Civil, Environmental and Architectural Engineering Campus Box 428 Boulder, Colorado 80309-0428 U.S.A. Professor O. C. Zienkiewicz Department of Civil Engineering University of Wales Singleton Park Swansea SA2 8PP, UK ADVISORY BOARD E. Aifantis Dept. of Mech. Eng. and Eng. Mechanics Michigan Technological University Houghton, Michigan 49931, U.S.A. and Lab of Mechanics Polytechnic School Aristotle University of Thessaloniki Thessaloniki Greece 54006 A. Asaoka Dept. of Civil Engineering Nagoya University Chikusa, Nagoya 464-01, Japan J.P. Bardet Dept. of Civil Engineering University of Southern California Los Angeles, California 90089, USA Z.P. Bazant Department of Civil Engineering Northwestern University Evanston, Illinois 60201, USA T. Belytschko The Technological Institute Northwestern University 2145 Sheridan Road Evanston, Illinois 60208-3109, U.S.A. N. Bicanic Department of Civil Engineering Rankine Building University of Glasgow Glasgow G12 8LT, U.K. R.I. Borja Dept. of Civil & Environmental Engineering Stanford University Stanford, California 94305, USA B. Cambou Ecole Centrale de Lyon Laboratoire de Mécanique des Solides 36 Route de Dardilly B.P. 17, F-69130 Ecully Cedex, France A. Carpinteri Department of Structural Engineering Politecnico di Torino 24 Corso Duca degli Abruzzi I-10129 Torino, Italy E.P. Chen Sandia National Labs MS 9042 Livermore, CA 94551, USA J.T. Christian Consulting Engineer 23 Fredana Rd. Waban, MA 02168, USA O. Coussy Laboratoires des Materiaux et des Structures du Genie Civil Champs-sur-Marne France N. Cristescu Department of Aerospace Engineering Mechanics and Engineering Science The University of Florida 231 Aerospace Building Gainesville FL 32611-2031, U.S.A. E. Detournay Department of Civil and Mineral Enginering University of Minnesota Minneapolis, MN 55455, U.S.A. P. Egger EPFL Department of Civil Engineering CH-1015 Lausanne, Switzerland A. Gens Universidad Politecnica de Cataluñya Departement de Ingegnieria del Terreno Gran Capitan S/N Modulo D-2 E-08034 Barcelona 34, Spain G. Gudehus Institut für Bodenmechanik und Felsmechanik Universität Karlsruhe Postfach 6980 D-76128 Karlsruhe, Germany H. Horii The University of Tokyo Department of Civil Engineering Bunkyo-ku, Tokyo 113, Japan T. Hueckel Dept of Civil Engineering Duke University Durham NC 27706 USA A. Huerta Universidad Politecnica de Cataluñya Department Matematica III E.T.S. d'Enginieros de Camins Jordi Girona Salgado 31 E-08034 Barcelona 34, Spain S. Iai Division of Geo-disaster Disaster Prevention Research Institute Kyoto University Gokasho Uji 611-0011, Japan A.R. Ingraffea Department of Structural Engineering Hollister Hall, Cornell University Ithaca, New York 14853, USA J. J. Jenkins Department of Applied Mechanics Cornell University Ithaca NY 14853-1503, U.S.A. B. Karihaloo School of Engineering University of Wales at Cardiff Queens Bldg, P O Box 917 Cardiff, UK M.G. Katona Dept. of Civil and Env. Engng. Washington State University Pullman, WA 99164, USA E. Kausel Dept. of Civil Engg., Rm 1-271 Massachusetts Inst. of Technology Cambridge, MA 02139, USA P.V. Lade Department of Civil Engineering The Catholic University of America Washington, DC 20064 USA R.W. Lewis Department of Mechanical Engineering University of Wales Swansea SA2 8PP, UK H. Mang Institut für Elastizitats- und Festigkeitslehre Technische Universität Wien Karlsplatz 13 A-1040 Wien, Austria Z. Mroz Institute of Fundamental Technological Research Swietokrzyska 21 00-049 Warsaw, Poland H.B. Mühlhaus CSIRO Rock Mechanics Research Centre PO Box 1130 Bentley, WA 6151, Australia D. Muir Wood Department of Civil Engineering Queen's Building University Walk Bristol BS8 1TA, U.K. F. Oka Dept. of Civil Engineering Kyoto University Kyoto 606-01, Japan S. Pietruszczak Department of Civil Engineering and Engineering Mechanics McMaster University 1280 Main Street West Hamilton Ontario, Canada L8S 4L7 G. Pijaudier-Cabot Laboratoire de Genie Civil de Nantes - Saint Nazaire Ecole Centrale de Nantes BP 92101 F-44321 Nantes cedex 03, France J. Planas Department Ciencia de Materiales Universidad Politecnica de Madrid E.T.S. Ingenieros de Caminos Ciudad Universitaria E-28040 Madrid, Spain M. E. Plesha Department of Engineering Mechanics University of Wisconsin, 1500 Engineering Drive Building 525 Madison WI 53706, USA J.H. Prevost Department of Civil Engineering Princeton University, Princeton New Jersey, 08544, USA E. Ramm Institüt für Baustatik Universität Stuttgart Pfaffenwaldring 7 D-70550 Stuttgart, Germany M.F. Randolph Department of Civil Engineering University of Western Australia Nedlands, Western Australia 6009 J. Rudnicki The Technological Institute Northwestern University 2145 Sheridan Road Evanston, IL 60208-3109, U.S.A. K. Runesson Department of Solid Mechanics Chalmers University of Technology S-41296 Goteborg, Sweden M. Satake Department of Civil Engineering Tohoku-Gakuin University 13-1, Chuo-1 Tagajo Miyagi, Pref. 985, Japan B. Schrefler Universita di Padova Facolta di Ingegnaria Istituto di Construzioni 35100 Padova, Italy H. L. Schreyer The University of New Mexico Department of Mechanical Engineering Albuquerque, NM 87131, U.S.A. A.P.S. Selvadurai Department of Civil Engineering and Applied Mechanics McGill University 817 Sherbrooke Street West Montreal H3A 2K6, Canada F. Tatsuoka Department of Civil Engineering Institute of Industrial Science University of Tokyo 22-1, Roppongi 7 Chome Minato-ku, Tokyo 106, Japan H.R. Thomas Geoenvironmental Engineering Research Centre University of Wales at Cardiff Cardiff CF2 1XH, UK F.-J. Ulm Massachusetts Institute of Technology Massachusetts USA S. Valliappan School of Civil Engineering University of New South Wales Kensington, Sydney, Australia J. G. M. van Mier ETH Hönggerberg Institute for Building Materials HIF E.12 CH 8093 Zürich Switzerland P.A. Vermeer Institute of Geotechnical Engineering University of Stuttgart, Pfafenwaldring 35 D-70565 Stuttgart, Germany L. Vulliet Dept. of Civil Engineering Swiss Federal Institute of Technology (ECUBLENS) Lausanne 1015, Switzerland J.-X. Yuan Institute of Rock and Soil Mechanics Academia Sinica Wuhan 430071, China