MARC ayrıntıları
| 000 -LEADER |
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| fixed length control field |
12545nam a2200337 i 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
070501s2008 njua b 001 0 eng |
| 010 ## - LIBRARY OF CONGRESS CONTROL NUMBER |
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| LC control number |
2007018089 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
9780471470120 |
| Qualifying information |
cloth : alk. paper |
|
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| International Standard Book Number |
0471470120 |
| Qualifying information |
cloth : alk. paper |
| 035 ## - SYSTEM CONTROL NUMBER |
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| System control number |
(OCoLC)123955193 |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
DLC |
| Language of cataloging |
eng |
| Transcribing agency |
DLC |
| Modifying agency |
BAKER |
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BTCTA |
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UKM |
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YDXCP |
| -- |
C#P |
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BAUN |
| Description conventions |
rda |
| 049 ## - LOCAL HOLDINGS (OCLC) |
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| Holding library |
BAUN_MERKEZ |
| 050 04 - LIBRARY OF CONGRESS CALL NUMBER |
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| Classification number |
TA710 |
| Item number |
.B763 2008 |
| 082 00 - DEWEY DECIMAL CLASSIFICATION NUMBER |
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| Edition number |
22 |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Budhu, M |
| 245 10 - TITLE STATEMENT |
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| Title |
Foundations and earth retaining structures / |
| Statement of responsibility, etc |
Muni Budhu |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Place of production, publication, distribution, manufacture |
Hoboken, NJ : |
| Name of producer, publisher, distributor, manufacturer |
John Wiley and Sons, |
| Date of production, publication, distribution, manufacture, or copyright notice |
[2008] |
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| Date of production, publication, distribution, manufacture, or copyright notice |
©2008 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xiii, 483 pages : |
| Other physical details |
illustrations ; |
| Dimensions |
26 cm |
| 336 ## - CONTENT TYPE |
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| Content Type Term |
text |
| Content Type Code |
txt |
| Source |
rdacontent |
| 337 ## - MEDIA TYPE |
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| Media Type Term |
unmediated |
| Media Type Code |
unmediated |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
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| Carrier Type Term |
volume |
| Carrier Type Code |
volume |
| Source |
rdacarrier |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc |
Includes bibliographical references (pages 465-471) and index |
| 505 00 - FORMATTED CONTENTS NOTE |
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| Title |
1 Chapter 1 REVIEW OF BASIC SOIL MECHANICS |
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1.0 INTRODUCTION |
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1.1 DEFINITION OF KEY TERMS |
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1.2 ENGINEERING GEOLOGY |
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1.2.1 Soil formation |
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1.2.2 Soil fabric |
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1.2.3 Soil minerals |
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1.3 SOIL TYPES AND DESCRIPTION |
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1.3.1 General soil types and their qualities for engineering applications |
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1.3.2 Common soil types |
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1.3.3 Soil description and identification |
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1.4 SOIL PHASES |
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1.5 PARTICLE SIZE OF SOILS |
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1.6 PHYSICAL SOIL STATES AND INDEX PROPERTIES OF FINE-GRAINED SOILS |
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1.7 SOIL CLASSIFICATION |
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1.8 ONE DIMENSIONAL FLOW OF WATER THROUGH SOILS |
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1.9 TWO DIMENSIONAL FLOW OF WATER THROUGH SOILS |
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1.10 SOIL COMPACTION |
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1.11 GEOSTATIC STRESSES IN SOILS AND THE PRINCIPLE OF EFFECTIVE STRESS |
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1.12 SUMMARY |
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EXERCISES |
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2 Chapter 2 ¿ FOUNDATION LOADS, STRESSES AND STRAINS IN SOILS |
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2.0 INTRODUCTION |
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2.1 DEFINITION OF KEY TERMS |
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2.2 LOADS |
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2.2.1 Static loads |
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2.2.2 Dynamic Loads |
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2.3 STRESSES AND STRAINS |
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2.3.1 Normal stresses and normal strains |
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2.3.2 Shear stresses and shear strains |
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2.4 STRESSES IN SOILS FROM SURFACE AND INTERIOR LOADS |
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2.4.1 Vertical point load on soil surface¿ Boussinesq¿s solution |
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2.4.2 Strip surface loads |
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2.4.3 Uniformly distributed circular surface load |
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2.4.4 Uniformly distributed rectangular surface load |
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2.4.5 Embankment loads |
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2.4.6 Approximate method for rectangular loads |
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2.4.7 Uniformly distributed surface load on irregular shaped area ¿ Newmark¿s solution |
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2.4.8 Uniform load of large lateral extent |
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2.4.9 Horizontal point load parallel to soil surface ¿ Cerutti¿s solution |
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2.4.10 Vertical point load within soil mass ¿ Mindlin¿s solution |
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2.4.11 Influence of foundation-soil relative stiffness on stress distribution |
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2.5 LATERAL EFFECTIVE STRESS COEFFICIENTS |
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2.6 STRESS AND STRAIN STATES |
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2.6.1 Mohr¿s circle for stress states |
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2.6.2 Mohr¿s circle for strain states |
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2.7 STRESS AND STRAIN INVARIANTS |
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2.8 STRESS PATHS |
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2.8.1 Basic concept |
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2.8.2 Plotting stress paths |
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2.9 SUMMARY |
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PRACTICAL EXAMPLE |
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EXERCISES |
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3 CHAPTER 3 ¿ ANALYTICAL, NUMERICAL METHODS AND OBSERVATIONAL METHODS FOR FOUNDATION DESIGN |
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3.0 INTRODUCTION |
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3.1 DEFINTION OF KEY TERMS |
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3.2 STRESS ¿ STRAIN RESPONSE OF IDEAL MATERIALS |
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3.2.1 Elastic materials |
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3.2.2 Plastic materials |
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3.3 YIELDING OF SOILS |
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3.4 FAILURE CRITERIA |
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3.4.1 Coulomb |
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3.4.2 Mohr-Coulomb |
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3.4.3 Tresca |
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3.4.4 Taylor |
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3.4.5 Critical state |
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3.5 LIMIT EQUILIBRIUM |
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3.6 LIMIT ANALYSIS |
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3.7 NUMERICAL METHODS |
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3.7.1 Soil Models |
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3.7.2 Finite difference method (FDM) |
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3.7.3 Finite element method (FEM) |
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3.7.4 Bounday element method (BEM) |
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3.7.5 Using numerical methods in foundation design |
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3.8 OBSERVATIONAL METHODS |
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3.9 PHYSICAL SOIL MODELS |
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3.10 SUMMARY |
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PRACTICAL EXAMPLE |
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EXCERCISES |
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4 CHAPTER 4 ¿ SETTLEMENT, STRENGTH AND DEFORMATION PARAMETERS FROM LABORATORY TESTS |
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4.0 INTRODUCTION |
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4.1 DEFINITION OF KEY TERMS |
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4.2 CONSOLIDATION AND SETTLEMENT PARAMETERS |
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4.2.1 Basic concept |
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4.2.2 One-dimensional consolidation theory |
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4.2.3 Consolidation settlement parameters |
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4.2.4 Determination of the pre-consolidation effective stress |
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4.3 SHEAR STRENGTH PARAMETERS |
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4.3.1 Stress-strain response |
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4.3.2 Interpretation of shear strength parameters from popular tests |
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4.3.2.1 Simple pouring test to determine the friction angle of clean coarse-grained soils |
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4.3.2.2 Direct shear test ¿ ASTM D 3080 |
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4.3.2.3 Triaxial tests |
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4.3.2.4 Direct simple shear tests |
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4.4 EXCESS POREWATER PRESSURE UNDER AXISYMMETRIC UNDRAINED LOADING |
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4.5 PRACTICAL IMPLICATIONS OF THE INTERPRETATION OF SHEAR STRENGTH PARAMETERS |
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4.6 SOIL STIFFNESS |
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4.7 CORRELATIONS OF SETTLEMENT, STRENGTH AND STIFFNESS PARAMETERS USING SIMPLE LABORATORY TESTS |
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4.7.1 Settlement parameters |
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4.7.2 Shear strength parameters |
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4.7.3 Soil stiffness |
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4.8 DIFFICULT SOILS |
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4.9 SUMMARY |
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EXERCISES |
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5 CHAPTER 5 ¿ SITE CHARACTERIZATION |
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5.0 INTRODUCTION |
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5.1 DEFINITION OF KEY TERMS |
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5.2 PURPOSES OF SITE CHARACTERIZATION |
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5.3 PHASES OF SITE CHARACTERIZATION |
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5.4 MAPPING THE SUBSURFACE USING GEOPHYSICAL METHODS |
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5.4.1 Ground penetrating radar (GPR) |
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5.4.2 Seismic surveys |
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5.4.3 Electromagnetic surveys (EM) |
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5.5 MAPPING THE SUBSURFACE AND SAMPLING USING DESTRUCTIVE METHODS |
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5.5.1 Which method is best for the project? |
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5.5.2 Where should the borings be located? |
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5.5.3 How many borings and at what depths? |
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5.5.4 What methods and procedures should be used to advance the borings? |
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5.5.5 How to sample the soils? |
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5.5.6 What type of tests should be conducted? |
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5.6 IN SITU TESTS |
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5.6.1 Standard penetration tests (SPT) ¿ ASTM D 1586 |
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5.6.2 Vane shear test (VST) ¿ ASTM D 2573 |
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5.6.3 Cone penetrometer test (CPT) ¿ ASTM D 5778 |
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5.6.4 Flat plate dilatometer (DMT) |
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5.6.5 Pressuremeter tests (PMT) ¿ ASTM D 4719 |
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5.6.6 Plate loading tests (PLT) - ASTM D 1194 |
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5.6.7 Hydraulic conductivity tests (HCT)- ASTM D 4043 |
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5.6.8 Comparison of in situ test |
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5.7 LABORATORY TESTS |
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5.8 GEOTECHNICAL REPORT |
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5.9 EMPIRICAL RELATIONSHIPS FOR SETTLEMENT AND SHEAR STRENGTH PARAMETERS |
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5.10 LIQUEFACTION POTENTIAL |
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5.10.1 Basic concept |
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5.10.2 Evaluation of liquefaction potential |
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5.11 SUMMARY |
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PRACTICAL EXAMPLE |
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EXERCISES |
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6 CHAPTER 6 ¿ UNCERTAINTIES IN FOUNDATION DESIGN, FOUNDATION DESIGN PHILOSOPHY AND METHODOLOGIES |
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6.0 INTRODUCTION |
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6.1 DEFINITION OF KEY TERMS |
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6.2 UNCERTAINTIES IN FOUNDATION DESIGN |
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6.3 DESIGN PROCESS |
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6.4 LIMIT STATES |
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6.4.1 Ultimate limit state (ULS) |
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6.4.2 Serviceability limit state (SLS) |
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6.4.3 Limit State Provisions |
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6.5 DESIGN METHODS |
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6.5.1 Allowable stress design (ASD) |
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6.5.2 Load and Resistance Factor Design (LRFD) |
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6.5.3 ASD and LRFD to satisfy serviceability limit state |
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6.6 WHICH DESIGN METHOD SHOULD BE USED? |
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6.7 HOW DO I START? |
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6.8 SUMMARY |
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EXERCISES |
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7 CHAPTER 7¿ DESIGN OF SHALLOW FOUNDATIONS |
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7.0 INTRODUCTION |
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7.1 DEFINITION OF KEY TERMS |
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7.2 TYPES OF SHALLOW FOUNDATIONS |
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7.3 BEARING CAPACTIY OF SHALLOW FOUNDATIONS |
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7.3.1 General bearing capacity for homogeneous soils |
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7.3.1.1 Ultimate net bearing capacity |
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7.3.1.2 Allowable bearing capacity |
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7.3.1.3 Ultimate gross bearing capacity |
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7.3.1.4 Bearing capacity for special cases |
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7.3.1.5 Bearing capacity, geometric, compressibility and groundwater factors |
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7.3.2 Combined loading |
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7.3.2.1 Circular and rectangular foundations |
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7.3.2.2 Strip foundation |
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7.4 LAYERED SOILS |
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7.4.1 Two layered fine-grained soils |
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7.4.2 Coarse-grained soil over a fine-grained soil |
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7.4.3 Practical guidelines for layered soils |
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7.5 SOIL STRENGTH VARYING WITH DEPTH |
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7.6 PRESUMPTIVE ALLOWABLE BEARING CAPACITY |
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7.7 SETTLEMENT OF SHALLOW FOUNDATIONS |
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7.7.1 Immediate settlement |
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7.7.2 Primary consolidation settlement |
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7.7.3 Secondary Compression (Creep) |
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7.7.4 Modification to one-dimensional consolidation settlement to account for lateral stresses |
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7.7.5 Time rate of settlement |
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7.7.6 Thick layers |
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7.7.7 Procedure to calculate consolidation settlement |
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7.8 DETERMINATION OF BEARING CAPACITY AND SETTLEMENT USING DATA FROM IN SITU TESTS |
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7.8.1 SPT |
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7.8.2 CPT |
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7.8.3 Pressuremeter |
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7.8.4 Plate load test |
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7.9 SEISMIC BEARING CAPACITY AND SETTLEMENT OF SHALLOW FOOTINGS |
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7.10 BEARING CAPACITY AND SETTLEMENT USING NUMERICAL METHODS |
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7.11 DESIGN FOR DUCTILITY |
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7.12 DESIGN ISSUES |
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7.12.1 Soil improvement |
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7.12.2 Drainage |
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7.12.3 Foundation depth for horizontal load and environmental effects |
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7.12.4 Expansive soils |
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7.12.5 Global stability |
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7.12.6 Construction |
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7.12.7 Seismicity |
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7.13 DESIGN PROCEDURES |
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7.14 SUMMARY |
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PRACTICAL EXAMPLES |
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EXERCISES |
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8 CHAPTER 8 ¿PILE FOUNDATIONS |
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8.0 INTRODUCTION |
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8.1 DEFINITION OF KEY TERMS |
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8.2 CONSIDERATIONS FOR THE USE OF PILE FOUNDATIONS |
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8.3 PILE TYPES |
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8.4 PILE INSTALLATION |
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8.5 LOAD CAPACITY OF SINGLE PILES |
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8.6 LOAD CAPACITY USING STATICS- DRIVEN PILES |
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8.6.1 ? - Method - total stress analysis - short term loading in fine-grained soils |
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8.6.2 ?- Method - effective stress analysis ¿ long and short term short term conditions in coarse-grained soils and long term condition in fine-grained soils |
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8.7 LOAD CAPACITYFOR DRIVEN PILES BASED ON SPT AND CPT RESULTS |
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8.7.1 SPT (Meyerhof, 1976) |
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8.7.2 CPT |
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8.8 LOAD |
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| Title |
CAPACITYFOR OF DRILLED SHAFTS |
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8.8.1 The ? - method for fine-grained soils - total stress analysis |
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8.8.2 The ?-method - effective stress analysis ¿ long and short term short term conditions in coarse-grained soils and long term condition in fine-grained soils |
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8.9 UPLIFT RESISTANCE |
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8.10 PILES SUBJECTED TO NEGATIVE SKIN FRICTION |
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8.11 GROUP PILES |
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8.12 COMBINED AXIAL LOAD AND MOMENTS |
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8.13 SETTLEMENT OF PILES |
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8.13.1 Elastic settlement |
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8.13.2 Settlement of drilled shafts |
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8.13.3 Consolidation settlement under a pile group |
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8.13.4 Procedure to estimate settlement of single and group piles |
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8.14 PILE LOAD TEST |
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8.15 LATERALLY LOADED PILES |
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8.15.1 Basic concept |
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8.15.2 Basic structural mechanics for laterally loaded piles |
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8.16 DESIGN ISSUES AND PROCEDURES |
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8.16.1 Evaluate the need for a pile foundation |
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8.16.2 Pile selection |
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8.16.3 Pile splicing |
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8.16.4 Pile handling |
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8.16.5 Scour |
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8.16.6 Pile installation |
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8.16.7 Pile verticality and pile batter |
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8.16.8 Determination load capacity by using parameters that will lead to a ductile response |
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8.16.9 Pile integrity during and after installation |
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8.16.10 Cost |
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8.17 SUMMARY |
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PRACTICAL EXAMPLES |
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EXERCISES |
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9 CHAPTER 9¿ MAT FOUNDATIONS |
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9.0 INTRODUCTION |
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9.1 DEFINITION OF KEY TERMS |
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9.2 CONSIDERATIONS FOR USING MAT FOUNDATIONS |
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9.3 TYPES OF MAT FOUNDATIONS |
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9.4 DESIGN CONSIDERATIONS |
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9.5 PRESSURES ON A MAT FOUNDATION |
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9.6 BEARING CAPACITY AND SETTLEMENT OF MAT FOUNDATIONS |
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9.7 STRUCTURAL ANALYSIS OF MAT FOUNDATIONS |
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9.7.1 Approximate analysis |
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9.7.2 Mat on springs ¿ Winkler spring model |
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9.7.3 Mat on soil as a continuum |
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9.8 APPROXIMATE ANALYSIS FOR STIFFENED SLAB-ON-GRADE ON EXPANSIVE AND COLLAPSIBLE SOILS |
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9.9 PILED-RAFT FOUNDATIONS |
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9.10 DESIGN ISSUES |
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9.10.1 Water content variations |
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9.10.2 Heaving |
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9.10.3 Foundation shape |
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9.10.4 Stability of excavation for rafts |
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9.11 SUMMARY |
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PRACTICAL EXAMPLES |
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EXERCISES |
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10 CHAPTER 10¿ STABILITY OF EARTH RETAINING WALLS ¿ RIGID AND FLEXIBLE WALLS |
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10.0 INTRODUCTION |
| -- |
10.1 DEFINITION OF KEY TERMS |
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10.2 BASIC CONCEPTS ON LATERAL EARTH PRESSURES |
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10.3 LATERAL STRESSSES FRON SURFACE LOADS |
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10.4 COLUMBS EARTH PRESSURE THEORY |
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10.5 RANKINE¿S LATERAL EARTH PRESSURE FOR A SLOPING BACKFILL AND A SLOPING WALL FACE |
| -- |
10.6 LATERAL EARH PRESSURES FOR A TOTAL STRESS ANALYSIS |
| -- |
10.7 APLLICATION OF LATERLA EARTH PRESSURES TO RETAINING WALLS |
| -- |
10.8 TYPES OF RETAINING WALLS AND MODES OF FAILURE |
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10.9 STABILITY OF RIGID RETAINING WALLS |
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10.10 SEISMIC ANALYSIS AND DESIGN OF RIGID RETAINING WALLS |
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10.11 STABILITY OF FLEXIBILE RETAINING WALL |
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10.11.1 Analysis of Sheet Pile Walls in Uniform Soils |
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10.11.2 Analysis of Sheet Pile Walls in Mixed Soils |
| -- |
10.11.3 Consideration of Tension Cracks in Fine-Grained Soils |
| -- |
10.11.4 Methods of Analyses |
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10.11.5 Stability of Cantilever Sheet Pile Walls using Analytical Methods |
| -- |
10.11.6 Stability of Anchored Sheet Pile Walls using Analytical Methods |
| -- |
10.11.7 |
| -- |
10.12 BRACED EXCAVATION |
| -- |
10.13 SUMMARY |
| -- |
PRACTICAL EXAMPLES |
| -- |
EXERCISES |
| -- |
11 CHAPTER 11¿ MECHANICAL STABILIZED EARTH (MSE) WALLS AND OTHER RETAINING WALLS |
| -- |
11.0 INTRODUCTION |
| -- |
11.1 DEFINITION OF KEY TERMS |
| -- |
11.2 BASIC CONCEPTS |
| -- |
11.3 MECHANICAL EARTH STABILIZED (MSE) WALLS |
| -- |
11.3.1 MSE Reinforcement |
| -- |
11.3.2 Stability of Mechanical Stabilized Earth Walls |
| -- |
11.4 SEISMIC ANALYSIS OF MSE WALLS |
| -- |
11.5 IN-SITU REINFORCED WALLS ¿ SOIL NAILING |
| -- |
11.5.1 Basic Concept |
| -- |
11.5.2 Analysis of Soil Nail Walls |
| -- |
11.6 OTHER TYPES OF RETAINING WALLS |
| -- |
11.7 SUMMARY |
| -- |
PRACTICAL EXAMPLES |
| -- |
EXERCISES |
| -- |
APPENDIX A |
| -- |
APPENDIX B |
| -- |
APPENDIX C |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name as entry element |
Soil mechanics |
|
|---|
| Topical term or geographic name as entry element |
Foundations |
| 900 ## - EQUIVALENCE OR CROSS-REFERENCE-PERSONAL NAME [LOCAL, CANADA] |
|---|
| Personal Name |
30907 |
|
|---|
| Numeration |
satın |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
Library of Congress Classification |
| Koha item type |
Kitap |
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