Translated from the second Russian edition of 1988. Parts 2, "Soil mechanics" and 3, "Foundations and footings" are revised and updated versions of the first Russian edition of 1981. Part 1, "Special course in engineering geology," contains a discussion of physicomechanical properties of soil, geody
Translated from the second Russian edition of 1988. Parts 2, "Soil mechanics" and 3, "Foundations and footings" are revised and updated versions of the first Russian edition of 1981. Part 1, "Special course in engineering geology," contains a discussion of physicomechanical properties of soil, geodyHinweis: Dieser Artikel kann nur an eine deutsche Lieferadresse ausgeliefert werden.
INTRODUCTION PART ONE: SPECIAL COURSE OF ENGINEERING GEOLOGY 1 PHYSICAL PROPERTIES OF SOIL 1.1 Soil origin and components, and properties of soil constituents 1.2 Characteristics of physical condition of soil 2 MECHANICAL PROPERTIES OF SOIL 2.1 Basic laws of soil mechanics 2.2 Soil compressibility 2.3 Soil permeability 2.4 Shear resistance of soil; Coulomb's law 2.5 Computation of soil properties 2.6 Some technological properties of soils 3 PRIMARY PHYSICOMECHANICAL PROPERTIES OF SPECIAL SOILS 3.1 General 3.2 Loessial soils 3.3 Frozen and permafrost soils, their occurrence, properties and internal processes 3.4 Basic properties of some structurally unstable soils 4 GEODYNAMICAL PROCESSES AND THEIR EFFECTON STRUCTURES 4.1 Transformation of coasts, lakes and rivers, and prevention measures 4.2 Erosion and mud flow processes 4.3 Slope processes 4.4 Groundwater activity 4.5 Seismic phenomena 5 ENGINEERING GEOLOGICAL PROSPECTING 5.1 Objectives and stages of engineering geological prospecting at construction sites 5.2 In house data processing 5.3 Layout and contents of engineering geological logbooks 5.4 Features of engineering geological prospecting in reconstruction of structures and objects PART TWO: SOIL MECHANICS 6 DETERMINATION OF STRESSES IN SOIL BODY 6.1 A pplicability to soil of the theory of elasticity 6.2 Computation of stresses in soil body due to external loading 6.3 Effect of some factors on stress distribution 7 FOUNDATION SETTLEMENT COMPUTATIONS 7 .1 Primary background 7.2 Methods of layerwise computation of foundation settlement 7.3 Computation of foundation settlement by the method of equivalent soil layer 7.4 Design of foundation settlement by the method of finite compressible layer 7.5 Temporal variation of settlement 7.6 General concepts of rheology and nonlinear soil mechanics 8 THEORY OF LIMIT STRESS STATE OF SOIL AND ITS APPLICATIONS 8.1 General remarks 8.2 Soil stability in foundations of structures 8.3 Slope stability 8.4 Earth pressure on retaining walls PART THREE: FOUNDATIONS AND FOOTINGS 9 SOME DESIGN PROBLEMS OF FOUNDATIONS AND FOOTINGS 9 .1 General 9.2 Causes of non uniform settlement of structures 9.3 Joint work of foundation soil, footing and structure 9.4 Interactions of footing design factors 9.5 Selection of type and depth of foot embedment 9.6 Design of foundations in the second group of limit states (by deformations) 9. 7 Foundation design in the first group of limit states (by bearing capacity) 10 FOOTINGS IN OPEN PITS 10.1 Design of footings 10.2 Dimensioning of the foot of rigid footing 10.3 Primary design concepts for flexible footings 11 PILED FOUNDATIONS 11.1 Types of piles and piled foundations 11.2 Determination of the bearing capacity of piles, large diameter piles and pile pillars 11.3 Design of piled foundations 12 ARTIFICIALLY IMPROVED FOUNDATIONS 12.1 General 12.2 Structural methods improving the performance of foundation soil 12.3 Soil densification 12.4 Other soil improvement techniques 13 SUPPORTING WALLS AND DEWATERING EXCAVATIONS; DEEP FOUNDATIONS 13.1 General 13.2 Supporting excavation walls 13.3 Dewatering excavations 13.4 Sunk wells and caissons 13.5 Shafts, deep pillars and design of deep foundations 13.6 Anchor walls 14 FOUNDATIONS IN STRUCTURALLY UNSTABLE SOILS 14.1 Generc.l 14.2 Use of weak soil for foundations of structures 14.3 Foundations in subsiding and swelling soils 14.4 Foundations in permafrost regions 15 FOUNDATIONS SUBJECT TO DYNAMIC EFFECTS 15.1 Foundation soil stability under dynamic loading 15.2 Foundations for machines 15.3 Foundations in seismic regions 16 STRENGTHENING FOUNDATIONS AND FOOTINGS AND CHANGING CONDITIONS OF FOUNDATION SOIL 16.1 Reasons for strengthening foundations and footings 16.2 Measures for strengthening foundations and footings 16.3 Construction of footings at existing structures 17 SELECTION OF OPTIMUM DESIGN MEASURES FOR FOUNDATIONS AND FOOTINGS 17.1 Design alternatives 17.2 Optimum design of foundation and structure 17.3 Comparison of alternatives in terms of engineering and economy CLOSURE NOTATION APPENDICES: STANDARD STRENGTH AND DEFORMATION PROPERTIES OF SOIL (BY THE SOVIET STANDARDS SNiP 2.02.01 83) REFERENCES.
INTRODUCTION PART ONE: SPECIAL COURSE OF ENGINEERING GEOLOGY 1 PHYSICAL PROPERTIES OF SOIL 1.1 Soil origin and components, and properties of soil constituents 1.2 Characteristics of physical condition of soil 2 MECHANICAL PROPERTIES OF SOIL 2.1 Basic laws of soil mechanics 2.2 Soil compressibility 2.3 Soil permeability 2.4 Shear resistance of soil; Coulomb's law 2.5 Computation of soil properties 2.6 Some technological properties of soils 3 PRIMARY PHYSICOMECHANICAL PROPERTIES OF SPECIAL SOILS 3.1 General 3.2 Loessial soils 3.3 Frozen and permafrost soils, their occurrence, properties and internal processes 3.4 Basic properties of some structurally unstable soils 4 GEODYNAMICAL PROCESSES AND THEIR EFFECTON STRUCTURES 4.1 Transformation of coasts, lakes and rivers, and prevention measures 4.2 Erosion and mud flow processes 4.3 Slope processes 4.4 Groundwater activity 4.5 Seismic phenomena 5 ENGINEERING GEOLOGICAL PROSPECTING 5.1 Objectives and stages of engineering geological prospecting at construction sites 5.2 In house data processing 5.3 Layout and contents of engineering geological logbooks 5.4 Features of engineering geological prospecting in reconstruction of structures and objects PART TWO: SOIL MECHANICS 6 DETERMINATION OF STRESSES IN SOIL BODY 6.1 A pplicability to soil of the theory of elasticity 6.2 Computation of stresses in soil body due to external loading 6.3 Effect of some factors on stress distribution 7 FOUNDATION SETTLEMENT COMPUTATIONS 7 .1 Primary background 7.2 Methods of layerwise computation of foundation settlement 7.3 Computation of foundation settlement by the method of equivalent soil layer 7.4 Design of foundation settlement by the method of finite compressible layer 7.5 Temporal variation of settlement 7.6 General concepts of rheology and nonlinear soil mechanics 8 THEORY OF LIMIT STRESS STATE OF SOIL AND ITS APPLICATIONS 8.1 General remarks 8.2 Soil stability in foundations of structures 8.3 Slope stability 8.4 Earth pressure on retaining walls PART THREE: FOUNDATIONS AND FOOTINGS 9 SOME DESIGN PROBLEMS OF FOUNDATIONS AND FOOTINGS 9 .1 General 9.2 Causes of non uniform settlement of structures 9.3 Joint work of foundation soil, footing and structure 9.4 Interactions of footing design factors 9.5 Selection of type and depth of foot embedment 9.6 Design of foundations in the second group of limit states (by deformations) 9. 7 Foundation design in the first group of limit states (by bearing capacity) 10 FOOTINGS IN OPEN PITS 10.1 Design of footings 10.2 Dimensioning of the foot of rigid footing 10.3 Primary design concepts for flexible footings 11 PILED FOUNDATIONS 11.1 Types of piles and piled foundations 11.2 Determination of the bearing capacity of piles, large diameter piles and pile pillars 11.3 Design of piled foundations 12 ARTIFICIALLY IMPROVED FOUNDATIONS 12.1 General 12.2 Structural methods improving the performance of foundation soil 12.3 Soil densification 12.4 Other soil improvement techniques 13 SUPPORTING WALLS AND DEWATERING EXCAVATIONS; DEEP FOUNDATIONS 13.1 General 13.2 Supporting excavation walls 13.3 Dewatering excavations 13.4 Sunk wells and caissons 13.5 Shafts, deep pillars and design of deep foundations 13.6 Anchor walls 14 FOUNDATIONS IN STRUCTURALLY UNSTABLE SOILS 14.1 Generc.l 14.2 Use of weak soil for foundations of structures 14.3 Foundations in subsiding and swelling soils 14.4 Foundations in permafrost regions 15 FOUNDATIONS SUBJECT TO DYNAMIC EFFECTS 15.1 Foundation soil stability under dynamic loading 15.2 Foundations for machines 15.3 Foundations in seismic regions 16 STRENGTHENING FOUNDATIONS AND FOOTINGS AND CHANGING CONDITIONS OF FOUNDATION SOIL 16.1 Reasons for strengthening foundations and footings 16.2 Measures for strengthening foundations and footings 16.3 Construction of footings at existing structures 17 SELECTION OF OPTIMUM DESIGN MEASURES FOR FOUNDATIONS AND FOOTINGS 17.1 Design alternatives 17.2 Optimum design of foundation and structure 17.3 Comparison of alternatives in terms of engineering and economy CLOSURE NOTATION APPENDICES: STANDARD STRENGTH AND DEFORMATION PROPERTIES OF SOIL (BY THE SOVIET STANDARDS SNiP 2.02.01 83) REFERENCES.
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