000 -LEADER |
fixed length control field |
07442cam a22004335i 4500 |
001 - CONTROL NUMBER |
control field |
18255991 |
003 - CONTROL NUMBER IDENTIFIER |
control field |
OSt |
005 - DATE AND TIME OF LATEST TRANSACTION |
control field |
20190812161755.0 |
007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION |
fixed length control field |
ta |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
fixed length control field |
140806s2016 maua b 001 0 eng |
010 ## - LIBRARY OF CONGRESS CONTROL NUMBER |
LC control number |
2014947846 |
020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
International Standard Book Number |
9781305257320 (hbk) |
020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
International Standard Book Number |
1305257324 (hbk) |
040 ## - CATALOGING SOURCE |
Original cataloging agency |
DLC |
Language of cataloging |
eng |
Description conventions |
rda |
Transcribing agency |
|
Modifying agency |
Holy Name University. |
042 ## - AUTHENTICATION CODE |
Authentication code |
pcc |
050 00 - LIBRARY OF CONGRESS CALL NUMBER |
Classification number |
TA710 |
Item number |
.D2588 2016 |
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER |
Edition number |
23 |
Classification number |
624.15136/D26 |
089 ## - |
-- |
23 |
-- |
COECS 624.15136/D26 |
100 1# - MAIN ENTRY--PERSONAL NAME |
Personal name |
Das, Braja M., |
Dates associated with a name |
1941- |
9 (RLIN) |
7890 |
245 10 - TITLE STATEMENT |
Title |
Introduction to geotechnical engineering / |
Statement of responsibility, etc. |
Braja M. Das, Dean Emeritus, California State University, Sacramento, USA, Nagaratnam Sivakugan, Associate Professor and Head, Discipline of Civil Engineering, James Cook University, Australia. |
246 30 - VARYING FORM OF TITLE |
Title proper/short title |
Geotechical engineering |
250 ## - EDITION STATEMENT |
Edition statement |
Second edition. |
264 ## - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
Place of production, publication, distribution, manufacture |
Boston, Massachusetts, U.S.A. : |
Name of producer, publisher, distributor, manufacturer |
Cengage Learning, |
Date of production, publication, distribution, manufacture, or copyright notice |
©2016. |
300 ## - PHYSICAL DESCRIPTION |
Extent |
xvii, 440 pages : |
Other physical details |
illustrations ; |
Dimensions |
24 cm |
336 ## - CONTENT TYPE |
Content type term |
text |
Content type code |
text |
521 ## - TARGET AUDIENCE NOTE |
Target audience note |
College of Engineering and Computer Studies |
504 ## - BIBLIOGRAPHY, ETC. NOTE |
Bibliography, etc. note |
Includes bibliographical references and index. |
505 ## - FORMATTED CONTENTS NOTE |
Formatted contents note |
1. GEOTECHNICAL ENGINEERING.Geotechnical Engineering. Geotechnical Engineering Applications. Soil Parameters. References.2. GRAIN-SIZE ANALYSIS.Introduction. Soil-Particle Size. General Soil Deposits. Some Local Terms for Soils. Grain-Size Analysis. Grain-Size Distribution Curve. Summary. Problems. References.3. WEIGHT-VOLUME RELATIONSHIPS.Introduction. Volume Relationships. Weight Relationships. Specific Gravity of Soil Solids. Relationships Among Unit Weight, Void Ratio, Moisture Content, and Specific Gravity. Relationships Among Unit Weight, Porosity, and Moisture Content. Relative Density. Summary. Problems. References.4. PLASTICITY AND SOIL CLASSIFICATION.Introduction. Consistency of Soils-Atterberg Limits. Liquid Limit (LL). Plastic Limit (PL). Shrinkage Limit (SL). Engineering Classification of Soil. AASHTO Soil Classification System. Unified Soil Classification System. Summary. Problems. References.5. SOIL COMPACTION.Introduction. Compaction General Principles. Standard Proctor Test. Factors Affecting Compaction. Modified Proctor Test. Effect of Compaction on Cohesive Soil Properties. Field Compaction. Specifications for Field Compaction. Determination of Field Unit Weight of Compaction. Summary. Problems. References.6. PERMEABILTY AND CAPILLARITY.Introduction. Darcy''s Law. Hydraulic Conductivity. Laboratory Determination of Hydraulic Conductivity. Relationships for Hydraulic Conductivity-Granular Soil. Relationships for Hydraulic Conductivity-Cohesive Soils. Permeability Test in the Field by Pumping from Wells. Capillary Rise in Soils. Summary. Problems. References.7. STRESSES IN A SOIL MASS.Introduction. Stresses in Saturated Soil without Seepage. Stresses in Saturated Soil with Upward Seepage. Stress Caused by a Point Load. Vertical Stress Below the Center of a Uniformly Loaded Circular Area. Vertical Stress Caused by a Rectangularly Loaded Area. Summary. Problems. References.8. CONSOLIDATION.Introduction. Fundamentals of Consolidation. One-dimensional Laboratory Consolidation Test. Void Ratio-Pressure Plots. Normally Consolidated and Overconsolidated Clays. Effect of Disturbance on Void Ratio-Pressure Relationship. Calculation of Settlement from One-dimensional Primary Consolidation. Compression Index (Cc) and Swell Index (Cs). Settlement from Secondary Consolidation. Time Rate of Consolidation. Coefficient of Consolidation. Summary. Problems. References.9. SHEAR STRENGTH OF SOILS.Introduction. Mohr-Coulomb Failure Criteria. Direct Shear Test. Triaxial Shear Test. Consolidated-Drained Test. Consolidated-Undrained Test. Unconsolidated-Undrained Test. Unconfined Compression Test on Saturated Clay. Summary. Problems. References.10. SUBRSURFACE EXPLORATION.Introduction. Subsurface Exploration Program. Exploratory Borings in the Field. Procedures for Sampling of Soil. Observation of Water Levels. Vane Shear Test. Cone Penetration Test. Coring of Rocks. Preparation of Boring Logs. Subsoil Exploration Report. Summary. Problems. References.11. LATERAL EARTH PRESSURE: AT-REST, RANKINE, AND COULOMB.Introduction. At-Rest, Active, and Passive Pressures. Earth Pressure At-Rest. Earth Pressure At-Rest for Partially Submerged Soil. Rankine Active Earth Pressure. Rankine Active Pressure-Partially Submerged Cohesionless Soil (c=0) with Backfill Supporting a Surcharge. Rankine Active Pressure with Inclined Granular (c=0) Backfill. Rankine Passive Earth Pressure. Coulomb''s Active Pressure. Coulomb''s Passive Pressure. Summary. Problems. References.12. SHALLOW FOUNDATIONS-BEARING CAPACITY AND SETTLEMENT.Introduction. General Concepts. Ultimate Bearing Capacity Theory. Modification of Bearing Capacity Equations for Water Table. The Factor of Safety. Eccentrically Loaded Foundations. Types of Foundation Settlement. Elastic Settlement. Range of Material Parameters for Computing Elastic Settlement. Field Load Test. Elastic Settlement Based on Standard Penetration Resistance in Sand. Primary Consolidation Settlement. Common Types of Mat Foundations. Bearing Capacity of Mat Foundations. Compensated Foundations. Summary. Problems. References.13. DEEP FOUNDATIONS.Introduction, Pile Foundations-General. Types of Piles and Their Structural Characteristics. Estimating Pile Length. Installation of Piles. Ultimate Load-Carrying Capacity of Piles in Sand. Ultimate Load-Carrying Capacity of Piles in Clay. Pile-Driving Formulas. Pile Load Tests. Group Piles-Efficiency. Consolidation Settlement of Group Piles. Elastic Settlement of Group Piles. Drilled Shafts-General. Types of Drilled Shafts. Construction Procedures. Estimation of Load-Bearing Capacity. Allowable Load-Bearing Capacity Based on Settlement. Summary. Problems. References.14. RETAINING WALLS.Introduction. Proportioning Retaining Walls. Application of Lateral Earth Pressure Theories to Design. Stability of Retaining Walls. Check for Overturning. Check for Sliding Along the Base. Check for Bearing Capacity Failure. Drainage from the Backfill of the Retaining Wall. Provision of Joints in Retaining-Wall Construction. Summary. Problems. References.15. SLOPE STABILITY.Introduction. Factor of Safety. Culmann''s Method for Stability Analysis. Factor of Safety Along a Plane. Analysis of Slopes with Circular Failure Surfaces-General. Mass Procedures-Slopes in Homogenous Clay Soil with ?=0. Mass Procedures-Slopes in Homogenous c''-?'' Soil. Ordinary Methods of Slices. Summary. Problems. References.ANSWERS TO SELECTED PROBLEMS.INDEX. |
520 ## - SUMMARY, ETC. |
Summary, etc. |
Presents intensive research and observation in the field and lab that have improved the science of foundation design. Providing both US and SI units, this non-calculus-based book is designed for courses in civil engineering technology programs where soil mechanics and foundation engineering are combined into one course. |
521 ## - TARGET AUDIENCE NOTE |
Target audience note |
|
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
Topical term or geographic name entry element |
Soil mechanics. |
9 (RLIN) |
4818 |
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
Topical term or geographic name entry element |
Geotechnical engineering. |
9 (RLIN) |
7257 |
700 1# - ADDED ENTRY--PERSONAL NAME |
Personal name |
Sivakugan, N. |
Fuller form of name |
(Nagaratnam), |
Dates associated with a name |
1956- |
9 (RLIN) |
7891 |
906 ## - LOCAL DATA ELEMENT F, LDF (RLIN) |
a |
7 |
b |
cbc |
c |
origcop |
d |
3 |
e |
epcn |
f |
20 |
g |
y-gencatlg |
942 ## - ADDED ENTRY ELEMENTS (KOHA) |
Source of classification or shelving scheme |
|
Koha item type |
Books |