B I Dalmatov

Soil Mechanics, Footings and Foundations

Geotechnika - Selected Translations of Russian Geotechnical Literature 3

• Gebundenes Buch

Produktbeschreibung

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

Produktdetails

• Verlag: CRC Press
• Seitenzahl: 414
• Erscheinungstermin: 1. Januar 1991
• Englisch
• Abmessung: 254mm x 178mm x 24mm
• Gewicht: 921g
• ISBN-13: 9789061911722
• ISBN-10: 9061911729
• Artikelnr.: 24383372

Autorenporträt

Leningrad Institute of Civil Engineers, LISI.

Inhaltsangabe

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.