{"id":78850,"date":"2024-10-17T18:26:25","date_gmt":"2024-10-17T18:26:25","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784403716-1999\/"},"modified":"2024-10-24T19:38:19","modified_gmt":"2024-10-24T19:38:19","slug":"asce-9780784403716-1999","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784403716-1999\/","title":{"rendered":"ASCE 9780784403716 1999"},"content":{"rendered":"
Samuel French presents a complete how-to guide for the design of shallow foundations commonly used with low-rise structures of today’s building codes.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
4<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | PREFACE <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | TABLE OF CONVERSION FACTORS <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | PART I: TYPES OF LOADS AND TYPES OF SOILS <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Chapter 1 Applications Shallow Foundations in Modern Construction Common Types and Configurations of Buildings <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | Common Types and Configurations of Foundations <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | Common Soil Pressures and Settlements <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | Standard Test Specifications Useful Approximations <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Chapter 2 Gravity Loads on Foundations General Categories of Loads on Structures Allowable Footing Pressures for Gravity Loads <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | Gravity Loads <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | Distribution of Gravity Loads to Foundations <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Example Calculations of Gravity Loads on Footings <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Combinations of Gravity Loads <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Summary of Gravity Loads on Footings Review Questions <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | Chapter 3 Lateral Loads on Foundations Types of Lateral Loads <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Stability under Combined Loading <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | Wind Velocities and Stagnation Pressures <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | Shape Factors for Wind Loads <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | Calculation of Base Shear due to Wind Overturning Moment due to Wind <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | Earthquake Loads on Structures <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | Seismic Risk Zones and Zone Factors <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | Seismic Response of Building Systems Soil Profile Type for a Building Site Seismic Coefficient for a Structure <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | Calculation of Base Shear due to Earthquake <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | Overturning Moment due to Earthquake <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | Effect of Lateral Load on Footings of Rigid Frames <\/td>\n<\/tr>\n | ||||||
63<\/td>\n | Restoring Moment and Frictional Shear Resistance <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | Drift in a Rigid Frame <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | Summary of Foundation Loads on a Rigid Frame <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | Effect of Lateral Load on Foundations of Braced Frames Drift in a Braced Frame <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | Restoring Moment and Frictional Shear Resistance <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | Allowable Soil Pressures for a Braced Frame <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | Summary of Foundation Loads for a Braced Frame <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | Load Combinations for Final Design <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | Applications in Determination of Design Loads <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | Review Questions <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | Chapter 4 Classifications and Properties of Soils Broad Soil Groupings <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | Response of a Soil to Foundation Loads <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | Geologic Origins of Soil <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | Soil Profiles and Soil Horizons <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | Grain Size and Distribution <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | Plasticity and Atterberg Limits <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | Consistency and Textural Classification of Soils <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | Engineering Classification of Soils <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | Index Properties of Soils <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | Review Questions <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | PART II: RESPONSE OF A SOIL MASS TO FOUNDATION LOADS <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | Chapter 5 Strength and Pressure Dispersion in Soils Permeability, Effective Stress and Submergence <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | Measurement of the Shear Strength of Clays <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | Measurement of the Shear Strength of Sands <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | The Coulomb Equation for the Strength of Soils Dispersion of Load into a Soil Mass <\/td>\n<\/tr>\n | ||||||
136<\/td>\n | Approximate Dispersion of Load into a Soil Mass <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | Pressure Dispersion through Underlying Strata <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | At-Rest Pressures in a Soil Mass <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | In Situ Properties of Soils <\/td>\n<\/tr>\n | ||||||
145<\/td>\n | Review Questions <\/td>\n<\/tr>\n | ||||||
152<\/td>\n | Chapter 6 Calculation of Allowable Pressures Levels of Accuracy of the Failure Analysis <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | Ultimate Shear Failure in a Soil Mass <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | Allowable Bearing Strength of a Soil Mass <\/td>\n<\/tr>\n | ||||||
167<\/td>\n | Corrections for Shape of Footings <\/td>\n<\/tr>\n | ||||||
168<\/td>\n | Corrections for Depth of Founding <\/td>\n<\/tr>\n | ||||||
169<\/td>\n | Corrections for Groundwater Level <\/td>\n<\/tr>\n | ||||||
170<\/td>\n | Corrections for Lateral Loads <\/td>\n<\/tr>\n | ||||||
173<\/td>\n | Common Factors of Safety in Soils <\/td>\n<\/tr>\n | ||||||
175<\/td>\n | Use of a Reference Footing in Strength Calculations <\/td>\n<\/tr>\n | ||||||
177<\/td>\n | Applications in Calculating Bearing Capacity <\/td>\n<\/tr>\n | ||||||
184<\/td>\n | Review Questions <\/td>\n<\/tr>\n | ||||||
190<\/td>\n | Chapter 7 Settlement of Foundations in a Soil Mass Consolidation and Settlement in Clays <\/td>\n<\/tr>\n | ||||||
192<\/td>\n | Degree of Consolidation <\/td>\n<\/tr>\n | ||||||
195<\/td>\n | Overconsolidated Clay <\/td>\n<\/tr>\n | ||||||
197<\/td>\n | The Consolidation Test for Clay Soils <\/td>\n<\/tr>\n | ||||||
202<\/td>\n | Comparative Time-Consolidation Relationships <\/td>\n<\/tr>\n | ||||||
210<\/td>\n | Fragmentation and Settlement in Sands <\/td>\n<\/tr>\n | ||||||
212<\/td>\n | Review Questions <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | Chapter 8 Calculation of Settlements Differential Settlements Reliability of Settlement Calculations <\/td>\n<\/tr>\n | ||||||
217<\/td>\n | Use of a Reference Footing in Settlement Calculations <\/td>\n<\/tr>\n | ||||||
222<\/td>\n | Settlement Calculations in Normally Consolidated Clays <\/td>\n<\/tr>\n | ||||||
232<\/td>\n | Settlement Calculations in Overconsolidated Clays <\/td>\n<\/tr>\n | ||||||
243<\/td>\n | Settlement Calculations in Sands <\/td>\n<\/tr>\n | ||||||
248<\/td>\n | Modulus of Subgrade Reaction <\/td>\n<\/tr>\n | ||||||
249<\/td>\n | Comparison of Response of Clays and Sands to Load <\/td>\n<\/tr>\n | ||||||
250<\/td>\n | Review Questions <\/td>\n<\/tr>\n | ||||||
258<\/td>\n | PART III: DESIGN OF SHALLOW FOUNDATIONS ON A SOIL MASS <\/td>\n<\/tr>\n | ||||||
260<\/td>\n | Chapter 9 Effects of Soil-Structure Interaction Summary of Allowable Soil Pressures <\/td>\n<\/tr>\n | ||||||
263<\/td>\n | Estimated Pressure-Settlement Relationships <\/td>\n<\/tr>\n | ||||||
265<\/td>\n | Effects of Structural Design on Foundation Design Footings with Vertical Load Only <\/td>\n<\/tr>\n | ||||||
266<\/td>\n | Effects of Column Moments on Footing Rotations <\/td>\n<\/tr>\n | ||||||
268<\/td>\n | Effects of Footing Rotations on Soil Pressure <\/td>\n<\/tr>\n | ||||||
272<\/td>\n | Generalization of Effects of Rotations <\/td>\n<\/tr>\n | ||||||
275<\/td>\n | Attachment of Columns to Footings <\/td>\n<\/tr>\n | ||||||
277<\/td>\n | Peak Pressure in Strength Calculations <\/td>\n<\/tr>\n | ||||||
278<\/td>\n | Applications in Selecting Final Footing Sizes <\/td>\n<\/tr>\n | ||||||
286<\/td>\n | Presumptive Bearing Pressures <\/td>\n<\/tr>\n | ||||||
288<\/td>\n | Variations of Contact Pressures under a Footing <\/td>\n<\/tr>\n | ||||||
290<\/td>\n | Review Questions <\/td>\n<\/tr>\n | ||||||
294<\/td>\n | Chapter 10 Comparative Selection of Footing Sizes Interaction within a Group of Footings <\/td>\n<\/tr>\n | ||||||
295<\/td>\n | Relative Settlements between Footings <\/td>\n<\/tr>\n | ||||||
296<\/td>\n | Applications in Selecting Footing Sizes <\/td>\n<\/tr>\n | ||||||
302<\/td>\n | Effects of Close Proximity <\/td>\n<\/tr>\n | ||||||
305<\/td>\n | Effects of Unequal Loads <\/td>\n<\/tr>\n | ||||||
307<\/td>\n | Effects of Intermixed Footing Types <\/td>\n<\/tr>\n | ||||||
311<\/td>\n | Effects of Adjacent Excavations <\/td>\n<\/tr>\n | ||||||
313<\/td>\n | Review Questions <\/td>\n<\/tr>\n | ||||||
320<\/td>\n | PART IV: RELATED TOPICS IN FOUNDATION SYSTEMS <\/td>\n<\/tr>\n | ||||||
322<\/td>\n | Chapter 11 Other Topics in Foundation Design Special Design Conditions Combined Footings <\/td>\n<\/tr>\n | ||||||
328<\/td>\n | Lateral Friction Loads on Footings <\/td>\n<\/tr>\n | ||||||
331<\/td>\n | Foundations for Stucco or Decorative Masonry <\/td>\n<\/tr>\n | ||||||
332<\/td>\n | Unreinforced Foundations <\/td>\n<\/tr>\n | ||||||
334<\/td>\n | Rubble or Masonry Foundations <\/td>\n<\/tr>\n | ||||||
335<\/td>\n | Treated Timber Foundations <\/td>\n<\/tr>\n | ||||||
337<\/td>\n | Foundations on Expansive Clays <\/td>\n<\/tr>\n | ||||||
341<\/td>\n | Review Questions <\/td>\n<\/tr>\n | ||||||
344<\/td>\n | Chapter 12 Field Tests and the Soils Report Initiation of a Soils Investigation <\/td>\n<\/tr>\n | ||||||
346<\/td>\n | Preliminary Assessment of Site <\/td>\n<\/tr>\n | ||||||
347<\/td>\n | Scope of the Site Investigation <\/td>\n<\/tr>\n | ||||||
357<\/td>\n | Field Sampling and Testing <\/td>\n<\/tr>\n | ||||||
363<\/td>\n | Field Load-Settlement Tests <\/td>\n<\/tr>\n | ||||||
366<\/td>\n | Common Laboratory Tests <\/td>\n<\/tr>\n | ||||||
367<\/td>\n | The Soils Report <\/td>\n<\/tr>\n | ||||||
369<\/td>\n | Review Questions <\/td>\n<\/tr>\n | ||||||
374<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
378<\/td>\n | Index A B C <\/td>\n<\/tr>\n | ||||||
379<\/td>\n | D E F <\/td>\n<\/tr>\n | ||||||
380<\/td>\n | G H I K L M <\/td>\n<\/tr>\n | ||||||
381<\/td>\n | N O P Q R S <\/td>\n<\/tr>\n | ||||||
382<\/td>\n | T <\/td>\n<\/tr>\n | ||||||
383<\/td>\n | U V W Z <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Design of Shallow Foundations<\/b><\/p>\n |