Lecture Notes in Engineering
The Springer-Verlag Lecture Notes provide rapid (approximately six months), refereed publication of topical items, longer than ordinary journal articles but shorter and less formal than most monographs and textbooks. They are published in an attractive yet economical forma~ authors or editors provide manuscripts typed to specifications, ready for photo-reproduction.
The Editorial Board
Managing Editors C. A Brebbia
Wessex Institute of Technology Ashurst Lodge, Ashurst Southampton S04 2AA (UK)
Consulting Editors Chemical Engineering:
J. H. Seinfeld
Dept of Chemical Engg., Spaulding Bldg.
Calif. Inst. ofTechnology Pasadena, CA 91125 (USA) Dynamics and Vibrations:
P.Spanos
Department of Mechanical and Civil Engineering, Rice University PO. Box 1892
Houston, Texas 77251 (USA) Earthquake Engineering:
AS. Cakmak
Dept. of Civil Engineering, Princeton University Princeton, NJ 08544 (USA)
Electrical Engineering:
P Silvester
Dept. of Electrical Engg., McGill University 3480 University Street
Montreal, PO H3A 2A 7 (Canada)
Geotechnical Engineering and Geomechanics:
C.S. Desai
College of Engineering
Dept. of Civil Engg. and Engg. Mechanics The University of Arizona
Tucson, AZ 85721 (USA) Hydrology:
G.Pinder
School of Engineering, Dept. of Civil Engg.
Princeton University Princeton, NJ 08544 (USA) Laser Fusion - Plasma:
R. McCrory
Lab. for Laser Energetics, University of Rochester Rochester, NY 14627 (USA)
S.AOrszag
Applied and Computational Mathematics 218 Fine Hall
Princeton, NJ 08544 (USA)
Materials Science and Computer Simulation:
S. Yip
Dept. of Nuclear Engg., MIT Cambridge, MA 02139 (USA) Mechanics of Materials:
FA Leckie
Dept. of Mechanical Engineering Univ. of California
Santa Barbara, CA 93106 (USA) A R. S. Ponter
Dept. of Engineering, The University Leicester LE1 7RH (UK)
Fluid Mechanics:
K.-P Holz
Inst. fOr Stromungsmechanik, Universitat Hannover, Callinstr. 32 D-3000 Hannover 1 (FRG) Nonlinear Mechanics:
K.-J. Bathe
Dept. of Mechanical Engg., MIT Cambridge, MA 02139 (USA) Structural Engineering:
J. Connor
Dept. of Civil Engineering, MIT Cambridge, MA 02139 (USA)
w.
WunderlichInst. fOr Konstruktiven Ingenieurbau Ruhr-Universitat Bochum
Universitatsstr.150,
D·4639 Bochum-Ouerenburg (FRG) Structural Engineering, Fluids and Thermodynamics:
J. Argyris
Inst. fUr Statik und Dynamik der Luft- und Raumfahrtkonstruktion Pfaffenwaldring 27
D-7000 Stuttgart 80 (FRG)
Lecture Notes in Engineering
Edited by C. A. Brebbia and S. A. Orszag
52
Y. S. Jiang
Slope Analysis
Using Boundary Elements
Springer-Verlag
Berlin Heidelberg New York
London Paris Tokyo Hong Kong
Series Editors
C. A. Brebbia . S. A. Orszag
Consulting EditorsJ. Argyris . K -J. Bathe· A. S. Cakmak . J. Connor· R. McCrory C. S. Desai· K-P. Holz . F. A. Leckie· G. Pinder· A. R. S. Pont J. H. Seinfeld . P. Silvester· P. Spanos· W. Wunderlich· S. Yip
AuthorYansheng Jiang
Laboratoire de Geologie de L'lngenieur,
d'Hydrogeologie et de Prospection geophysique Batiment B 19
Universite de Liege au Sart Tilman 4000 Liege
BELGIUM
Series EditorsC. A. Brebbia . S. A. Orszag
Consulting EditorsJ. Argyris . K -J. Bathe· A. S. Cakmak . J. Connor· R. McCrory C. S. Desai· K-P. Holz . F. A. Leckie· G. Pinder· A. R. S. Pont J. H. Seinfeld . P. Silvester· P. Spanos· W. Wunderlich· S. Yip
AuthorYansheng Jiang
Laboratoire de Geologie de L'lngenieur,
d'Hydrogeologie et de Prospection geophysique Batiment B 19
Universite de Liege au Sart Tilman 4000 Liege
BELGIUM
ISBN 978-3-540-51625-5 ISBN 978-3-642-83918-4 (eBook) DOI 10.1007/978-3-642-83918-4
This work is subject to copyright. All rights are reserved, whether the whole or part of the material is concerned, specifically the rights of translation, reprinting, re-use of illustrations, recitation, broadcasting, reproduction on microfilms or in other ways, and storage in data banks. Duplication of this publication or parts thereof is only permitted under the provisions of the German Copyright Law of September 9,1965, in its version of June 24, 1985, and a copyright fee must always be paid.
Violations fall under the prosecution act of the German Copyright Law.
© Springer-Verlag Berlin, Heidelberg 1989
The use of registered names, trademarks, etc. in this publication does not imply, even in the absence of a specific statement, that such names are exempt from the relevant protective laws and regulations and therefore free for general use.
This work is subject to copyright. All rights are reserved, whether the whole or part of the material is concerned, specifically the rights of translation, reprinting, re-use of illustrations, recitation, broadcasting, reproduction on microfilms or in other ways, and storage in data banks. Duplication of this publication or parts thereof is only permitted under the provisions of the German Copyright Law of September 9,1965, in its version of June 24, 1985, and a copyright fee must always be paid.
Violations fall under the prosecution act of the German Copyright Law.
© Springer-Verlag Berlin, Heidelberg 1989
The use of registered names, trademarks, etc. in this publication does not imply, even in the absence of a specific statement, that such names are exempt from the relevant protective laws and regulations and therefore free for general use.
CHAPTER 1 1.2 1.1 1.3 1.4
CHAPTER 2
2. I 2.3 2.2
2.4
CHAPTER 3
3.1 3.2 3.3 3.4
CHAPTER 4
4.1 4.2 4.3 4.4 4.5
4.6 4.7 CHAPTER 5
5.1 5.2 5.3 5.4
CONTENTS
INTRODUCTION ... 1
Statement of the problem ... 1
Limit equilibrium methods ... 3
Fini te element method ... 5
Boundary element method ... 9
BASIC THEORY AND TECHNIQUES OF BOUNDARY ELEMENT METHOD ... 11
Governing equations ... 11
Integral equations ... 13
Fundamental solutions ... 14
2.3.1 Kelvin's solution(2D) ... 15
2.3.2 Melan's solution ... 16
Implementation of the boundary element method ... 19
2.4.1 Boundary integral equations ... 19
2.4.2 Numerical implementation ... 20
2.4.3 Subregions ... 23
GALERKIN TENSOR AND TRANSFORMATION OF BODY FORCE INTEGRAL ... 24
Transformat ion of body force integral ... 24
Galerkin tensor ... 36
Gravitational force integral for the half plane ... 27
Examples ... 33
3.4.1 Shallow tunnel ... 34
3.4.2 Vertical slope ... 41
DIRECT BOUNDARY ELEMENT APPROACHES FOR SLOPE STABILITY ANALYSIS ... 47
Formulations of the plastic ratio method ... 47
Calculations of the excess stresses ... 51
Implementation ... 54
Plastic ratio ... 55
Examples ... 59
4.5.] Slope in homogeneous cohesive soil ... 59
4.5.2 Vertical slope in soil with friction ... 68
Slope analysis using the joint elements ... 71
Elastoplastic analysis of slope stability ... 74
INDIRECT BOUNDARY ELEMENT ALGORITHM FOR SLOPE STABILITY ANALySIS ... 82
Introduction ... 82
Constant quadrupole element ... 83
Indirect boundary element algorithm ... 87
About redistributions of excess stresses ... 89
IV
5.5 Slope stability analysis ... 93
Example 5-1 ... 95
Example 5-2 ... 95
Example 5-3 ... 97
CHAPTER 6 GENERAL CONCLUSIONS ... 98
REFERENCES ... 100
APPENDIX A DISPLACEMENTS OF MELAN'S SOLUTION DEDUCED FROM THE CORRESPONDING AIRY'S FUNCTIONS ... 107
APPENDIX B DEVELOPMENTS OF GALERKIN TENSOR CORRESPONDING TO MELAN'S SOLUTION ... 143