000			12545nam a2200337 i 4500
008			070501s2008 njua b 001 0 eng
010			_a2007018089
020			_a9780471470120 _qcloth : alk. paper
020			_a0471470120 _qcloth : alk. paper
035			_a(OCoLC)123955193
040			_aDLC _beng _cDLC _dBAKER _dBTCTA _dUKM _dYDXCP _dC#P _dBAUN _erda
049			_aBAUN_MERKEZ
050	0	4	_aTA710 _b.B763 2008
082	0	0	_222
100	1		_aBudhu, M
245	1	0	_aFoundations and earth retaining structures / _cMuni Budhu
264		1	_aHoboken, NJ : _bJohn Wiley and Sons, _c[2008]
264		4	_c©2008
300			_axiii, 483 pages : _billustrations ; _c26 cm
336			_atext _btxt _2rdacontent
337			_aunmediated _bn _2rdamedia
338			_avolume _bnc _2rdacarrier
504			_aIncludes bibliographical references (pages 465-471) and index
505	0	0	_t1 Chapter 1 REVIEW OF BASIC SOIL MECHANICS _t1.0 INTRODUCTION _t1.1 DEFINITION OF KEY TERMS _t1.2 ENGINEERING GEOLOGY _t1.2.1 Soil formation _t1.2.2 Soil fabric _t1.2.3 Soil minerals _t1.3 SOIL TYPES AND DESCRIPTION _t1.3.1 General soil types and their qualities for engineering applications _t1.3.2 Common soil types _t1.3.3 Soil description and identification _t1.4 SOIL PHASES _t1.5 PARTICLE SIZE OF SOILS _t1.6 PHYSICAL SOIL STATES AND INDEX PROPERTIES OF FINE-GRAINED SOILS _t1.7 SOIL CLASSIFICATION _t1.8 ONE DIMENSIONAL FLOW OF WATER THROUGH SOILS _t1.9 TWO DIMENSIONAL FLOW OF WATER THROUGH SOILS _t1.10 SOIL COMPACTION _t1.11 GEOSTATIC STRESSES IN SOILS AND THE PRINCIPLE OF EFFECTIVE STRESS _t1.12 SUMMARY _tEXERCISES _t2 Chapter 2 ¿ FOUNDATION LOADS, STRESSES AND STRAINS IN SOILS _t2.0 INTRODUCTION _t2.1 DEFINITION OF KEY TERMS _t2.2 LOADS _t2.2.1 Static loads _t2.2.2 Dynamic Loads _t2.3 STRESSES AND STRAINS _t2.3.1 Normal stresses and normal strains _t2.3.2 Shear stresses and shear strains _t2.4 STRESSES IN SOILS FROM SURFACE AND INTERIOR LOADS _t2.4.1 Vertical point load on soil surface¿ Boussinesq¿s solution _t2.4.2 Strip surface loads _t2.4.3 Uniformly distributed circular surface load _t2.4.4 Uniformly distributed rectangular surface load _t2.4.5 Embankment loads _t2.4.6 Approximate method for rectangular loads _t2.4.7 Uniformly distributed surface load on irregular shaped area ¿ Newmark¿s solution _t2.4.8 Uniform load of large lateral extent _t2.4.9 Horizontal point load parallel to soil surface ¿ Cerutti¿s solution _t2.4.10 Vertical point load within soil mass ¿ Mindlin¿s solution _t2.4.11 Influence of foundation-soil relative stiffness on stress distribution _t2.5 LATERAL EFFECTIVE STRESS COEFFICIENTS _t2.6 STRESS AND STRAIN STATES _t2.6.1 Mohr¿s circle for stress states _t2.6.2 Mohr¿s circle for strain states _t2.7 STRESS AND STRAIN INVARIANTS _t2.8 STRESS PATHS _t2.8.1 Basic concept _t2.8.2 Plotting stress paths _t2.9 SUMMARY _tPRACTICAL EXAMPLE _tEXERCISES _t3 CHAPTER 3 ¿ ANALYTICAL, NUMERICAL METHODS AND OBSERVATIONAL METHODS FOR FOUNDATION DESIGN _t3.0 INTRODUCTION _t3.1 DEFINTION OF KEY TERMS _t3.2 STRESS ¿ STRAIN RESPONSE OF IDEAL MATERIALS _t3.2.1 Elastic materials _t3.2.2 Plastic materials _t3.3 YIELDING OF SOILS _t3.4 FAILURE CRITERIA _t3.4.1 Coulomb _t3.4.2 Mohr-Coulomb _t3.4.3 Tresca _t3.4.4 Taylor _t3.4.5 Critical state _t3.5 LIMIT EQUILIBRIUM _t3.6 LIMIT ANALYSIS _t3.7 NUMERICAL METHODS _t3.7.1 Soil Models _t3.7.2 Finite difference method (FDM) _t3.7.3 Finite element method (FEM) _t3.7.4 Bounday element method (BEM) _t3.7.5 Using numerical methods in foundation design _t3.8 OBSERVATIONAL METHODS _t3.9 PHYSICAL SOIL MODELS _t3.10 SUMMARY _tPRACTICAL EXAMPLE _tEXCERCISES _t4 CHAPTER 4 ¿ SETTLEMENT, STRENGTH AND DEFORMATION PARAMETERS FROM LABORATORY TESTS _t4.0 INTRODUCTION _t4.1 DEFINITION OF KEY TERMS _t4.2 CONSOLIDATION AND SETTLEMENT PARAMETERS _t4.2.1 Basic concept _t4.2.2 One-dimensional consolidation theory _t4.2.3 Consolidation settlement parameters _t4.2.4 Determination of the pre-consolidation effective stress _t4.3 SHEAR STRENGTH PARAMETERS _t4.3.1 Stress-strain response _t4.3.2 Interpretation of shear strength parameters from popular tests _t4.3.2.1 Simple pouring test to determine the friction angle of clean coarse-grained soils _t4.3.2.2 Direct shear test ¿ ASTM D 3080 _t4.3.2.3 Triaxial tests _t4.3.2.4 Direct simple shear tests _t4.4 EXCESS POREWATER PRESSURE UNDER AXISYMMETRIC UNDRAINED LOADING _t4.5 PRACTICAL IMPLICATIONS OF THE INTERPRETATION OF SHEAR STRENGTH PARAMETERS _t4.6 SOIL STIFFNESS _t4.7 CORRELATIONS OF SETTLEMENT, STRENGTH AND STIFFNESS PARAMETERS USING SIMPLE LABORATORY TESTS _t4.7.1 Settlement parameters _t4.7.2 Shear strength parameters _t4.7.3 Soil stiffness _t4.8 DIFFICULT SOILS _t4.9 SUMMARY _tEXERCISES _t5 CHAPTER 5 ¿ SITE CHARACTERIZATION _t5.0 INTRODUCTION _t5.1 DEFINITION OF KEY TERMS _t5.2 PURPOSES OF SITE CHARACTERIZATION _t5.3 PHASES OF SITE CHARACTERIZATION _t5.4 MAPPING THE SUBSURFACE USING GEOPHYSICAL METHODS _t5.4.1 Ground penetrating radar (GPR) _t5.4.2 Seismic surveys _t5.4.3 Electromagnetic surveys (EM) _t5.5 MAPPING THE SUBSURFACE AND SAMPLING USING DESTRUCTIVE METHODS _t5.5.1 Which method is best for the project? _t5.5.2 Where should the borings be located? _t5.5.3 How many borings and at what depths? _t5.5.4 What methods and procedures should be used to advance the borings? _t5.5.5 How to sample the soils? _t5.5.6 What type of tests should be conducted? _t5.6 IN SITU TESTS _t5.6.1 Standard penetration tests (SPT) ¿ ASTM D 1586 _t5.6.2 Vane shear test (VST) ¿ ASTM D 2573 _t5.6.3 Cone penetrometer test (CPT) ¿ ASTM D 5778 _t5.6.4 Flat plate dilatometer (DMT) _t5.6.5 Pressuremeter tests (PMT) ¿ ASTM D 4719 _t5.6.6 Plate loading tests (PLT) - ASTM D 1194 _t5.6.7 Hydraulic conductivity tests (HCT)- ASTM D 4043 _t5.6.8 Comparison of in situ test _t5.7 LABORATORY TESTS _t5.8 GEOTECHNICAL REPORT _t5.9 EMPIRICAL RELATIONSHIPS FOR SETTLEMENT AND SHEAR STRENGTH PARAMETERS _t5.10 LIQUEFACTION POTENTIAL _t5.10.1 Basic concept _t5.10.2 Evaluation of liquefaction potential _t5.11 SUMMARY _tPRACTICAL EXAMPLE _tEXERCISES _t6 CHAPTER 6 ¿ UNCERTAINTIES IN FOUNDATION DESIGN, FOUNDATION DESIGN PHILOSOPHY AND METHODOLOGIES _t6.0 INTRODUCTION _t6.1 DEFINITION OF KEY TERMS _t6.2 UNCERTAINTIES IN FOUNDATION DESIGN _t6.3 DESIGN PROCESS _t6.4 LIMIT STATES _t6.4.1 Ultimate limit state (ULS) _t6.4.2 Serviceability limit state (SLS) _t6.4.3 Limit State Provisions _t6.5 DESIGN METHODS _t6.5.1 Allowable stress design (ASD) _t6.5.2 Load and Resistance Factor Design (LRFD) _t6.5.3 ASD and LRFD to satisfy serviceability limit state _t6.6 WHICH DESIGN METHOD SHOULD BE USED? _t6.7 HOW DO I START? _t6.8 SUMMARY _tEXERCISES _t7 CHAPTER 7¿ DESIGN OF SHALLOW FOUNDATIONS _t7.0 INTRODUCTION _t7.1 DEFINITION OF KEY TERMS _t7.2 TYPES OF SHALLOW FOUNDATIONS _t7.3 BEARING CAPACTIY OF SHALLOW FOUNDATIONS _t7.3.1 General bearing capacity for homogeneous soils _t7.3.1.1 Ultimate net bearing capacity _t7.3.1.2 Allowable bearing capacity _t7.3.1.3 Ultimate gross bearing capacity _t7.3.1.4 Bearing capacity for special cases _t7.3.1.5 Bearing capacity, geometric, compressibility and groundwater factors _t7.3.2 Combined loading _t7.3.2.1 Circular and rectangular foundations _t7.3.2.2 Strip foundation _t7.4 LAYERED SOILS _t7.4.1 Two layered fine-grained soils _t7.4.2 Coarse-grained soil over a fine-grained soil _t7.4.3 Practical guidelines for layered soils _t7.5 SOIL STRENGTH VARYING WITH DEPTH _t7.6 PRESUMPTIVE ALLOWABLE BEARING CAPACITY _t7.7 SETTLEMENT OF SHALLOW FOUNDATIONS _t7.7.1 Immediate settlement _t7.7.2 Primary consolidation settlement _t7.7.3 Secondary Compression (Creep) _t7.7.4 Modification to one-dimensional consolidation settlement to account for lateral stresses _t7.7.5 Time rate of settlement _t7.7.6 Thick layers _t7.7.7 Procedure to calculate consolidation settlement _t7.8 DETERMINATION OF BEARING CAPACITY AND SETTLEMENT USING DATA FROM IN SITU TESTS _t7.8.1 SPT _t7.8.2 CPT _t7.8.3 Pressuremeter _t7.8.4 Plate load test _t7.9 SEISMIC BEARING CAPACITY AND SETTLEMENT OF SHALLOW FOOTINGS _t7.10 BEARING CAPACITY AND SETTLEMENT USING NUMERICAL METHODS _t7.11 DESIGN FOR DUCTILITY _t7.12 DESIGN ISSUES _t7.12.1 Soil improvement _t7.12.2 Drainage _t7.12.3 Foundation depth for horizontal load and environmental effects _t7.12.4 Expansive soils _t7.12.5 Global stability _t7.12.6 Construction _t7.12.7 Seismicity _t7.13 DESIGN PROCEDURES _t7.14 SUMMARY _tPRACTICAL EXAMPLES _tEXERCISES _t8 CHAPTER 8 ¿PILE FOUNDATIONS _t8.0 INTRODUCTION _t8.1 DEFINITION OF KEY TERMS _t8.2 CONSIDERATIONS FOR THE USE OF PILE FOUNDATIONS _t8.3 PILE TYPES _t8.4 PILE INSTALLATION _t8.5 LOAD CAPACITY OF SINGLE PILES _t8.6 LOAD CAPACITY USING STATICS- DRIVEN PILES _t8.6.1 ? - Method - total stress analysis - short term loading in fine-grained soils _t8.6.2 ?- Method - effective stress analysis ¿ long and short term short term conditions in coarse-grained soils and long term condition in fine-grained soils _t8.7 LOAD CAPACITYFOR DRIVEN PILES BASED ON SPT AND CPT RESULTS _t8.7.1 SPT (Meyerhof, 1976) _t8.7.2 CPT _t8.8 LOAD
505	0	0	_t CAPACITYFOR OF DRILLED SHAFTS _t8.8.1 The ? - method for fine-grained soils - total stress analysis _t8.8.2 The ?-method - effective stress analysis ¿ long and short term short term conditions in coarse-grained soils and long term condition in fine-grained soils _t8.9 UPLIFT RESISTANCE _t8.10 PILES SUBJECTED TO NEGATIVE SKIN FRICTION _t8.11 GROUP PILES _t8.12 COMBINED AXIAL LOAD AND MOMENTS _t8.13 SETTLEMENT OF PILES _t8.13.1 Elastic settlement _t8.13.2 Settlement of drilled shafts _t8.13.3 Consolidation settlement under a pile group _t8.13.4 Procedure to estimate settlement of single and group piles _t8.14 PILE LOAD TEST _t8.15 LATERALLY LOADED PILES _t8.15.1 Basic concept _t8.15.2 Basic structural mechanics for laterally loaded piles _t8.16 DESIGN ISSUES AND PROCEDURES _t8.16.1 Evaluate the need for a pile foundation _t8.16.2 Pile selection _t8.16.3 Pile splicing _t8.16.4 Pile handling _t8.16.5 Scour _t8.16.6 Pile installation _t8.16.7 Pile verticality and pile batter _t8.16.8 Determination load capacity by using parameters that will lead to a ductile response _t8.16.9 Pile integrity during and after installation _t8.16.10 Cost _t8.17 SUMMARY _tPRACTICAL EXAMPLES _tEXERCISES _t9 CHAPTER 9¿ MAT FOUNDATIONS _t9.0 INTRODUCTION _t9.1 DEFINITION OF KEY TERMS _t9.2 CONSIDERATIONS FOR USING MAT FOUNDATIONS _t9.3 TYPES OF MAT FOUNDATIONS _t9.4 DESIGN CONSIDERATIONS _t9.5 PRESSURES ON A MAT FOUNDATION _t9.6 BEARING CAPACITY AND SETTLEMENT OF MAT FOUNDATIONS _t9.7 STRUCTURAL ANALYSIS OF MAT FOUNDATIONS _t9.7.1 Approximate analysis _t9.7.2 Mat on springs ¿ Winkler spring model _t9.7.3 Mat on soil as a continuum _t9.8 APPROXIMATE ANALYSIS FOR STIFFENED SLAB-ON-GRADE ON EXPANSIVE AND COLLAPSIBLE SOILS _t9.9 PILED-RAFT FOUNDATIONS _t9.10 DESIGN ISSUES _t9.10.1 Water content variations _t9.10.2 Heaving _t9.10.3 Foundation shape _t9.10.4 Stability of excavation for rafts _t9.11 SUMMARY _tPRACTICAL EXAMPLES _tEXERCISES _t10 CHAPTER 10¿ STABILITY OF EARTH RETAINING WALLS ¿ RIGID AND FLEXIBLE WALLS _t10.0 INTRODUCTION _t10.1 DEFINITION OF KEY TERMS _t10.2 BASIC CONCEPTS ON LATERAL EARTH PRESSURES _t10.3 LATERAL STRESSSES FRON SURFACE LOADS _t10.4 COLUMBS EARTH PRESSURE THEORY _t10.5 RANKINE¿S LATERAL EARTH PRESSURE FOR A SLOPING BACKFILL AND A SLOPING WALL FACE _t10.6 LATERAL EARH PRESSURES FOR A TOTAL STRESS ANALYSIS _t10.7 APLLICATION OF LATERLA EARTH PRESSURES TO RETAINING WALLS _t10.8 TYPES OF RETAINING WALLS AND MODES OF FAILURE _t10.9 STABILITY OF RIGID RETAINING WALLS _t10.10 SEISMIC ANALYSIS AND DESIGN OF RIGID RETAINING WALLS _t10.11 STABILITY OF FLEXIBILE RETAINING WALL _t10.11.1 Analysis of Sheet Pile Walls in Uniform Soils _t10.11.2 Analysis of Sheet Pile Walls in Mixed Soils _t10.11.3 Consideration of Tension Cracks in Fine-Grained Soils _t10.11.4 Methods of Analyses _t10.11.5 Stability of Cantilever Sheet Pile Walls using Analytical Methods _t10.11.6 Stability of Anchored Sheet Pile Walls using Analytical Methods _t10.11.7 _t10.12 BRACED EXCAVATION _t10.13 SUMMARY _tPRACTICAL EXAMPLES _tEXERCISES _t11 CHAPTER 11¿ MECHANICAL STABILIZED EARTH (MSE) WALLS AND OTHER RETAINING WALLS _t11.0 INTRODUCTION _t11.1 DEFINITION OF KEY TERMS _t11.2 BASIC CONCEPTS _t11.3 MECHANICAL EARTH STABILIZED (MSE) WALLS _t11.3.1 MSE Reinforcement _t11.3.2 Stability of Mechanical Stabilized Earth Walls _t11.4 SEISMIC ANALYSIS OF MSE WALLS _t11.5 IN-SITU REINFORCED WALLS ¿ SOIL NAILING _t11.5.1 Basic Concept _t11.5.2 Analysis of Soil Nail Walls _t11.6 OTHER TYPES OF RETAINING WALLS _t11.7 SUMMARY _tPRACTICAL EXAMPLES _tEXERCISES _tAPPENDIX A _tAPPENDIX B _tAPPENDIX C
650		0	_aSoil mechanics
650		0	_aFoundations
900			_a30907
900			_bsatın
942			_2lcc _cKT
999			_c27716 _d27716