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THEORETICAL
SOIL MECHANICS BOOK BY KARL TERZAGHI
SOIL MECHANICS BOOK BY KARL TERZAGHI
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ABOUT THE BOOK
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Theoretical Soil Mechanics written by Karl Terzaghi, Late Professor of
the Practice of Civil Engineering, Harvard University, Lecturer and Research
Consultant in Civil Engineering, University of Illinois, is published by John
Wiley and Son Inc.
The contents of this volume has been limited to theories which have
stood the test of experience and which are applicable, under certain conditions
and restrictions, to the approximate solutions of practical problems.
Besides providing the reader with a working knowledge of useful methods of
analysis, theoretical soil mechanics also serves an important educational
purpose. The radical separation between theory and application makes it easy to
impress upon the reader the conditions for validity of the different mental
operations known as theories. Once the reader has grasped, on the basis of the
results of the analysis, the manifold factors which determine the behaviour of
simple, ideal materials under the influence of internal and external forces, he
will be less likely to succumb to the omnipresent danger of unwanted
generalizations based on inadequate data.
ABOUT
THE AUTHOR
THE AUTHOR
Karl von Terzaghi (October
2,1883–October 25,1963) was an Austrian civil engineer and geologist known as
the “father of soil mechanics” . In 1883, Karl von Terzaghi was born
the first child of Army Lieutenant-Colonel Anton von Terzaghi and Amalia Eberle
in Prague, in what is now the Czech Republic. Upon his father’s retirement from
the army, the family moved to Graz, Austria. The American Society of Civil
Engineers established in 1960 the Karl Terzaghi Award to an “author of
outstanding contributions to knowledge in the fields of soil mechanics,
subsurface and earthwork engineering, and subsurface and earthwork
construction”. The Terzaghi and Peck Library, which is managed by the
Norwegian Geotechnical Institute, in Oslo, Norway, holds an extensive
collection of his papers. The Mission Dam in British Columbia, Canada, was
renamed in his honor as the Terzaghi Dam in 1965.
2,1883–October 25,1963) was an Austrian civil engineer and geologist known as
the “father of soil mechanics” . In 1883, Karl von Terzaghi was born
the first child of Army Lieutenant-Colonel Anton von Terzaghi and Amalia Eberle
in Prague, in what is now the Czech Republic. Upon his father’s retirement from
the army, the family moved to Graz, Austria. The American Society of Civil
Engineers established in 1960 the Karl Terzaghi Award to an “author of
outstanding contributions to knowledge in the fields of soil mechanics,
subsurface and earthwork engineering, and subsurface and earthwork
construction”. The Terzaghi and Peck Library, which is managed by the
Norwegian Geotechnical Institute, in Oslo, Norway, holds an extensive
collection of his papers. The Mission Dam in British Columbia, Canada, was
renamed in his honor as the Terzaghi Dam in 1965.
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CONTENTS
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1. INTRODUCTION
2. STRESS
CONDITIONS FOR FAILURE IN SOILS
CONDITIONS FOR FAILURE IN SOILS
3. PLASTIC
EQUILIBRIUM IN A SEMI-INFLUENCE MASS WITH A PLANE SURFACE
EQUILIBRIUM IN A SEMI-INFLUENCE MASS WITH A PLANE SURFACE
4. APPLICATION
OF GENERAL THEORIES TO PRACTICAL PROBLEMS
OF GENERAL THEORIES TO PRACTICAL PROBLEMS
5. ARCHING
IN IDEAL SOILS
IN IDEAL SOILS
6. RETAINING
WALL PROBLEMS
WALL PROBLEMS
7. PASSIVE
EARTH PRESSURE
EARTH PRESSURE
8. REARING
CAPACITY
CAPACITY
9. STABILITY
OF SLOPES
OF SLOPES
10. EARTH
PRESSURE ON TEMPORARY SUPPORTS IN CUTS, TUNNELS AND SHAFTS
PRESSURE ON TEMPORARY SUPPORTS IN CUTS, TUNNELS AND SHAFTS
11. ANCHORED
BULKHEADS
BULKHEADS
12. EFFECT
OF SEEPAGE ON THE CONDITION FOR EQUILIBRIUM IN IDEAL SAND
OF SEEPAGE ON THE CONDITION FOR EQUILIBRIUM IN IDEAL SAND
13. THEORY
OF CONSOLIDATION
OF CONSOLIDATION
14. CAPILLARY
FORCES
FORCES
15. MECHANICS
OF DRAINAGE
OF DRAINAGE
16. THEORIES
INVOLVING A COEFFICIENT OF SUBGRADE, SOIL OR PILE REACTION
INVOLVING A COEFFICIENT OF SUBGRADE, SOIL OR PILE REACTION
17. THEORY
OF SEMI-INFINITE ELASTIC SOLIDS
OF SEMI-INFINITE ELASTIC SOLIDS
18. THEORY
OF ELASTIC LATERS AND ELASTIC WEDGES ON A RIGID BASE
OF ELASTIC LATERS AND ELASTIC WEDGES ON A RIGID BASE
19. VIBRATION
PROBLEMS
PROBLEMS
* Above mentioned topics are main topics of this book
and there are many sub-topics under those. Please refer the Preview
below for detailed contents *
and there are many sub-topics under those. Please refer the Preview
below for detailed contents *
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