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Dear shopper: We hope you'll find our items interesting and useful [All derivative (i.e. change in media; by compilation) work from this underlying public domain/public release, anonymous, or non-US copyrighted data is COPYRIGHT © The Learning Company* Check out my other items! Check the laws of your country. PROCEDURES FOR FOUNDATION DESIGN OF BUILDINGS AND OTHER STRUCTURES Purpose. This manual presents guidance for selecting and designing foundations and associated features for buildings, retaining structures, and machinery. Foundations for hydraulic structures are not included. Foundation design differs considerably from design of other elements of a structure because of the interaction between the structure and the supporting medium (soil and/or rock). Objectives of foundation investigations Report of subsurface and design investigations 2. IDENTIFICATION AND CLASSIFICATION OF SOIL AND ROCK Rock properties for foundation design 3. ENGINEERING PROPERTIES OF SOIL AND ROCK Compaction characteristics of soils Swelling, shrinkage, and collapsibility Coefficient of at-rest earth pressure . Field measurements of relative density and consistency Settlement of foundations on clay Settlement of cohesionless soils Eliminating, reducing, or coping with settlement CHAPTER 7. DEWATERING AND GROUNDWATER CONTROL Slopes in soils presenting special problems Detailed analyses of slope stability 9. SELECTION OF FOUNDATION TYPE Foundation-selection considerations Cost estimates and final selection . 10. SPREAD FOOTINGS AND MAT FOUNDATIONS Special requirements for mat foundations Modulus of subgrade reaction for footings and mats 11. DEEP FOUNDATIONS INCLUDING DRILLED PIERS Settlements of compensated foundations 13. FOUNDATIONS ON EXPANSIVE SOILS 14. RETAINING WALLS AND EXCAVATION SUPPORT SYSTEMS Design considerations for retaining walls Design procedures for retaining walls Stability of bottom of excavation 15. FOUNDATIONS ON FILL AND BACKFILLING Foundations on compacted fills Placing and control of backfill 16. STABILIZATION OF SUBGRADE SOILS 17. DESIGN FOR EQUIPMENT VIBRATIONS AND SEISMIC LOADINGS Single degree of freedom, damped, forced systems Foundations on elastic soils . Wave transmission, attenuation, and isolation Evaluation of S-wave velocity in soils Seismic effects on foundations CHAPTER 18. FOUNDATIONS IN AREAS OF SIGNIFICANT FROST PENETRATION Factors affecting design of foundations Distribution of natural soil deposits in the United States Typical grain-size distribution curves Modified core recovery as in index of rock quality Typical CE 55 compaction test data Relation between relative density and dry density (scaled to plot as a straight line) Angle of friction versus dry density for coarse-grained soils Generalized curves for estimating emax and em,, from gradational and particle shape characteristics A summary of soil permeabilities and method of determination Examples of laboratory consolidation test data Analyses of consolidation test data Approximate relation between liquidity index and effective overburden pressure, as a function of the sensitivity o f the soil Approximate relation between void ratio and effective overburden pres-sure for clay sediments, as a function of the Atterberg limits Approximate correlations for swelling index of silts and clays Correlations between coefficient of consolidation and liquid limit Guide to collapsibility, compressibility, and expansion based on in situ dry density and liquid limit Shear test apparatus and shearing resistan ce of soils Normalized variation of su/po ratio for overconsolidated clay Empirical correlation between friction angle and plasticity index from triaxial compression tests on normally consolidated undisturbed clays Relation between residual friction angle and plasticity index Chart for estimating undrained modulus of clay . Coefficient of earth pressure at rest (Ko) as a function of overconsolidat-ed ratio and plasticity index Relative density of sand from the standard penetration test Rough correlation between effective friction angle, standard blow, count and effective overburden pressure Correction factor for vane strength Typical details of Casagrande piezometer and piezometer using well sc Determination of permeability from field pumping test on a fully pene-trating well in an artesian aquifer Vertical stress beneath a uniformly loaded rectangular area Vertical stress beneath a triangular distribution of load on a rectangular area . Influence value for vertical stress under a uniformly loaded circular area Example of settlement analysis Time factors for various boundary conditions Ultimate bearing capacity of shallow foundations under vertical, eccen-tric loads . Figure 6-2. Ultimate bearing capacity with groundwater effect Ultimate bearing capacity of shallow foundations under eccentric inclined loa Example of bearing capacity computation for inclined eccentric load on rectangular footing Ultimate bearing capacity of deep foundations Bearing capacity factors for strip and circular footings on layered founda-tions in clay Slope stability charts for ø = 0 soils Reduction factors ( µq, µw and _?w) for slope stability charts for ø = 0 and ø > 0 soils Reduction factors (tension cracks, lt) for slope stability charts for ø = 0 and ø > 0 soils Examples of use of charts for slopes in s oils with uniform strength and ø = 0 Slope stability charts for + > 0 soils Stability charts for infinite slopes Slope stability charts for t = 0 and strength increasing with depth Example problem for ordinary method of slices Example of use of tabular form for computing weights of slices Example of use of tabular form for calculating factor of safety by ordi-nary method of slices . Example of simplified wedge analysis Example of method for selecting allowable bearing pressure Proportioning footings on cohesionless soils . Distribution of bearing pressures Effect of pore pressure dissipation during excavation and settlement Excavation rebound versus excavation depth Probable settlements adjacent to open cuts . Load diagrams for retaining walls Active pressure of sand with planar boundaries Passive pressure of sand with planar boundaries Active and passive earth pressure coefficients according to Coulomb theory. Horizontal pressures on walls due to surcharge Design loads for low retaining walls, straight slope backfil Design loads for low retaining walls, broken slope backfill Estimates of increased pressure induced by compaction Design criteria for crib and bin walls Types of support systems for excavation Pressure distribution-complete excavation Stability of bottom of excavation in clay Methods of calculating anchor capacities in soil . Applicable grain-size ranges for different stabilization methods Range of particle-size distributions suitable for densification by vibro-compaction Sand densification using vibratory rollers Relative density as a function of vibroflot hole spacings Allowable bearing pressure on cohesionless soil layers stabilized by vibro-flotation Soil particle sizes suitable for different grout types and several concen-trations and viscosities shown Response spectra for vibration limits Response curves for the single-degree-of-freedom system with viscous Six modes of vibration for a foundation Equivalent damping ratio for oscillation of rigid circular footing on elas-tic half-space Examples of computations for vertical and rocking motions Coupled rocking and sliding motion of foundation Distribution of displacement waves from a circular footing on the elastic half-space Theoretical relation between shear velocity ratio VpN,V and Poisson?s Idealized cyclic stress-strain loop for soil Variation of shear modulus with cyclic strain amplitude; G.x = G at = 1 to 3 x 10-? percent; scatter in data up to about +0.1 on vertical scale Variation of viscous damping with cyclic strain amplitude; data scatter up to about ± 50 percent of average damping values shown for any str Frost and permafrost in North America Ground temperatures during freezing season in Limestone, Maine Ground temperatures during freezing season in Fairbanks, Alaska . Heave force tests, average tangential adfreeze bond stress versus time , and timber and steel pipe piles placed with silt-water slurry in dry excavated holes. Piles were installed within annual frost zone only, over permafrost, to depths from ground su rface of 3.6 to 6.5 feet A Simplified Classification of Natural Soil Deposits Determination of the Consistency of Clays Unified Soil Classification System . Descriptive Soil Names Used in Local A reas (L) and Names Widely Used A Simplified Classification for Rocks Engineering Classification of Intact Rock . Typical Engineering Properties of Compacted Materials Estimating Degree of Preconsolidation Compression Index Correlations Value of Coefficient of Compressibility (mv) for Several Granular Soils During Virgin Loading Values of Modulus of Subgrade Reaction (ks) for Footings as a Guide to Order of Magnitude An Engineering Evaluation of Shales Physical Properties of Various Shales Types and Sources of Documentary Evidence Recommended Undisturbed Sample Diameters Recommended Minimum Quantity of Material for General Sample Lab -oratory Testing. Values of Angular Distortion (d/i) That Can Be Tolerated Without Cracking . Empirical Correlations Between Maximum (D) and Angular Distortion (d/i) Methods of Eliminating, Reducing, or Coping with Settlements Estimates of Allowable Bearing Pressur Allowable Bearing Pressure for Jointed Rock Methods of Stabilizing Slopes and Landslides Foundation Possibilities for Different Subsoil Conditions . Checklist for Influence of Site Characteristics on Foundation Selection for Family Housing Design Parameters for Drilled Piers in Clay Factors Involved in Choice of a Support System for a Deep Excavation. Design Considerations for Braced and Tieback Walls A Summary of Densification Methods for Building Foundations .. Compaction Density as a Percent of CE 55 Laboratory Test Density Stabilization of Soils for Foundations of Structures Applicability of Foundation Soil Improvement for Different Structures and Soil Types (for Efficient Use of Shallow Foundations) Vibroflotation Patterns for Isolated Footings fo r an Allowable Bearing Pressure Mass Ratio, Damping Ratio, and Spring Constant for Rigid Circular Foot-ing on the Semi-Infinite Elastic Body . Values of kL/k for Elastic Layer (k from Table 17-1) Attenuation Coefficients for Earth Materials Values of Constant rY Used with Equation (17-23) to Estimate Cyclic Shear Modulus at Low Strains. Values of Constant K, Used with Equation (17-24) to Estimate Cyclic Shear Modulus at Low Strains for Sands Criteria for Excluding Need for Detailed Liquefaction Analyses. graphics on this page are for illustrative purposes only; may differ from item's. (Construction, buildings foundation design was posted and is owned by: Maude Ellison) |
maude-ellison@chicagopartsnetwork.com (Maude Ellison) for more information.
