Here are 14 papers published by Chorin (math, UC Berkeley) between 1967 and 1 on vortex methods, the projection method, and the numerical solution of problems in kinetic theory, combustion theory, and gas dynamics. These paper explain, among other topics, how one might set up a discrete approximati
Selected Papers on Soil Mechanics
β Scribed by A W Skempton
- Publisher
- Thomas Telford Publishing
- Year
- 1994
- Tongue
- English
- Leaves
- 287
- Category
- Library
No coin nor oath required. For personal study only.
β¦ Synopsis
This volume of selected papers by Professor A W Skempton is published to mark his 70th birthday on 4th June 1984.In making the selection of papers we aimed to show Skempton's breadth of interest and achievement int he general field of mechanics and to include papers that the practising engineer, research worker and student will find of value to have at hand. For the early papers the selection was influenced by a historical interest in addition to intrinsic merit.
β¦ Table of Contents
sposm.02050.fm......Page 1
Title Page......Page 3
Contents......Page 5
sposm.02050.0001......Page 7
sposm.02050.0002......Page 8
sposm.02050.0003......Page 10
sposm.02050.0004......Page 14
SOIL PROPERTIES......Page 17
THE STUDY OF SLOPES......Page 18
FOUNDATIONS......Page 21
EMBANKMENT DAMS......Page 22
REFERENCES......Page 23
SITE EXPLORATION......Page 24
SHEAR STRENGTH DETERMINATIONS......Page 27
THE ANALYSIS OF STABILITY......Page 31
DISCUSSION......Page 35
SUMMARY......Page 36
APPENDIX......Page 37
INTRODUCTION......Page 39
GEOLOGY OF THE POST-GLACIAL CLAYS......Page 40
MINERALOGY......Page 41
PRE-CONSOLIDATION LOAD......Page 42
WATER CONTENT......Page 45
SHEAR STRENGTH......Page 46
TRUE COHESION......Page 50
THE PHI = 0 ANALYSIS OF STABILITY......Page 52
BIBLIOGRAPHY......Page 53
2. General Considerations......Page 55
3. Ultimate Bearing Capacity of Clays (phi = 0)......Page 56
4. Derivation of the Bearing Capacity Factors Nc......Page 57
5. Load-Settlement Curves......Page 59
7. Final Settlement......Page 61
Acknowledgements......Page 63
References......Page 64
The Ratio: PI/Clay Fraction......Page 65
Activity and Geological History......Page 66
Acitivity and True Cohesion......Page 67
Activity and Sampling Difficulties......Page 68
References......Page 69
THE COEFFICIENT B......Page 70
THE COEFFICIENT A......Page 71
ALTERNATIVE FORMS OF THE PORE-PRESSURE EQUATION......Page 73
REFERENCES......Page 74
Areas Studied......Page 75
Unstable Slopes......Page 76
Stable Slopes......Page 77
References......Page 78
INTRODUCTION......Page 79
CONSOLIDATION SETTLEMENTS......Page 80
CONSOLIDATION SETTLEMENTS : A FURTHER SIMPLIFICATION......Page 82
PRACTICAL PROCEDURE......Page 83
EXAMPLES OF APPLICATION......Page 85
SUMMARY......Page 88
REFERENCES......Page 89
GENERAL PRINCIPLES OF DESIGN......Page 90
LOADING TESTS AND SETTLEMENTS......Page 94
SHEAR STRENGTH OF LONDON CLAY......Page 95
END BEARING CAPACITY FACTOR......Page 97
PILE LOADING TESTS......Page 98
SUMMARY OF RESULTS......Page 105
CALCULATION OF ULTIMATE LOAD......Page 107
CONCLUSIONS......Page 108
REFERENCES......Page 110
PART I......Page 111
PART II......Page 118
PART III......Page 121
Summary......Page 122
References......Page 123
Introduction......Page 124
Geotechnical Properties of the London Clay......Page 125
Determination of Capillary Pressure......Page 127
Relation Between Ko and pk/p......Page 128
Stress History of the London Clay at Bradwell......Page 129
References......Page 130
INTRODUCTION......Page 131
THE SITE......Page 132
LABORATORY TESTS......Page 133
FLOW NETS......Page 135
STABILITY ANALYSIS......Page 138
CONCLUSIONS......Page 142
REFERENCES......Page 143
GENERAL GEOLOGY......Page 145
CONTRACT DESIGN......Page 147
DISCOVERY OF SHEAR ZONES......Page 149
THE EFFECT OF DISCONTINUITIES ON DESIGN......Page 150
CHANGES IN DESIGN......Page 152
REFERENCES......Page 156
INTRODUCTION......Page 158
CASE RECORDS......Page 162
REFERENCES......Page 175
1. Introduction......Page 176
2. Recent sediments......Page 185
3. Late Quaternary clays......Page 190
4. Pliocene and early Pleistocene clays and mudstones......Page 197
5. Summary of results......Page 205
6. References......Page 207
7. Appendix: a numerical investigation of Bishop's expression......Page 209
1. INTRODUCTION......Page 211
2. STRATIGRAPHY: CRETACEOUS......Page 216
3. STRATIGRAPHY: QUATERNARY......Page 218
4. THE MECHANICS OF PERIGLACIAL MUDFLOWS......Page 234
5. THE ESCARPMENT......Page 237
6. POSTGLACIAL CHANGES IN THE LANDSCAPE......Page 242
7. SUMMARY AND CONCLUSIONS......Page 243
REFERENCES (Skempton & Weeks)......Page 245
INTRODUCTION......Page 246
EXAMPLES OF DELAYED FAILURES......Page 247
CONCLUSIONS......Page 253
THE FIRST PHASE......Page 256
CLASSICAL SOIL MECHANICS 1776-1845......Page 258
FIELD WORK, 19TH CENTURY......Page 263
CLASSICAL SOIL MECHANICS 1857-1910......Page 270
REFERENCES......Page 280
PRINTED BOOKS AND PAPERS......Page 282
REPORTS......Page 286
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