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Principles of foundation engineering / (Record no. 6823)

MARC details
000 -LEADER
fixed length control field 06545nam a22002897a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20200923143810.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 121205t2007 cn ||||f |||| 00| 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9780495082477
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 0495082473
040 ## - CATALOGING SOURCE
Original cataloging agency EG-NcFUE
Description conventions rda
082 04 - DEWEY DECIMAL CLASSIFICATION NUMBER
Edition number 22
Classification number 624.15
Item number D.B.P
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Das, Braja M.
Dates associated with a name 1941-
9 (RLIN) 33201
Relator term author
245 10 - TITLE STATEMENT
Title Principles of foundation engineering /
Statement of responsibility, etc Braja M. Das.
250 ## - EDITION STATEMENT
Edition statement Sixth edition
264 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Place of publication, distribution, etc Canada :
Name of publisher, distributor, etc Thomson.
Date of publication, distribution, etc 2007.
300 ## - PHYSICAL DESCRIPTION
Extent xiv, 445 pages :
Other physical details illustrations ;
Dimensions 25 cm.
336 ## - CONTENT TYPE
Source rdacontent
Content type term text
337 ## - MEDIA TYPE
Source rdamedia
Media type term unmediated
338 ## - CARRIER TYPE
Source rdacarrier
Carrier type term volume
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc Includes bibliographical references and index.
505 0# - FORMATTED CONTENTS NOTE
Formatted contents note Table of ContentsChapter 1: Geotechnical Properties of SoilIntrodcution / Grain-Size Distribution / Size Limits for Soils / Weight-Volume Relationships / Relative Density / Atterberg Limits / Soil Classification Systems / Hydraulic Conductivity of Soil / Steady-State Seepage / Effective Stress / Consolidation / Calculation of Primary Consolidation Settlement / Time Rate of Consolidation / Shear Strength / Unconfined Compression Test / Correlations for Undrained Shear Strength / SensitivityChapter 2: Subsurface ExplorationIntroduction / Subsurface Exploration Program / Exploratory Borings in the Feild / Procedures for sampling Soil / Observation of Water Tables / Vane Shear Test / Cone Penetration Test / Coring of Rocks / Preparation of Boring Logs / Subsoil Exploration ReportChapter 3: Shallow FoundationsIntroduction / Ultimate Bearing Capacity of Shallow Foundations / General Concepts / Terzaghi''s Bearing Capacity Theory / Factor of Safety / Modification of Bearing Capacity Equations for Water Table / The General Bearing Capacity Equation / Eccentrically Loaded Foundations / Bearing Capacity of Layered Soils: Stronger Sand Underlain by Weaker Soil / Settlement of Shallow Foundations / Types of Foundation Settlement / Elastic Settlement Based on the Theory of Elasticity / Elastic Settlement of Foundations of Saturated Clay / Elastic Settlement of Sandy Soil: Use of Strain Influence Factor / Range of Material Parameters for Computing Elastic Settlement / Primary Consolidation Settlement Relationships / Three Dimensional Effect on Primary Consolidation Settlement / Vertical Stress Increase in a Soil Mass Caused by Foundation Load (For Consolidation Settlement Calculation) / Allowable Bearing Pressure in sand Based in Settlement Consideration / Field Load Test / Presumptive Bearing Capacity / Tolerable Settlement of BuildingsChapter 4: Mat FoundationsIntroduction / Combined Footings / Common Types of Mat Foundations / Bearing Capacity of Mat Foundations / Compensated Foundations / Structural Design of Mat FoudnationsChapter 5: Lateral Earth Pressure and Retaining WallsIndtroduction / Lateral Earth Pressure at Rest / Rankine Active Earth Pressure / Rankine Active Earth Pressure for Inclined Backfill / Coulomb''s Active Earth Pressure / Rankine Passive Earth Pressure / Rankine Passive Earth Pressure: Inclined Backfill / Coulimb''s Passive Earth Pressure / Comments of the Failure Surface Assumptions for Coulomb''s Pressure Calculations / Proportioning Retaining Walls / Application of Lateral Earth Pressure Therories to Design / Equivalent Fluid Method for Determination of Earth Pressure / Stability of Retaining Walls / Check for Overturning / Check for Sliding Along the Base / Check for Bearing Capacity Failure / Construction Joints and Drainage fom Backfill Chapter 6: Sheet Pile WallsIntroduction / COnstruction Methods / Cantilever Sheet Pile Walls / Cantilver Sheet Piling Penetrating Sandy Soils / Cnatilever Sheet Piling Penetrating Clay / Anchored Sheet Pile Walls / Free Earth Support Method for Penetration of Sandy Soils / Moment Reduction for anchored Sheet Pile Walls / Free Earth Support Method for Penetration of Clay / Anchors / Ultimate resistance of Anchor Plates and Beams in Sand / Ultimate Resistance of Anchor Plates and beams in Clay / Factor of Safety for Anchor Plates and BeamsChapter 7: Braced CutsIntroduction / Lateral earth Pressure in Braced Cuts / Design of Various Componenets of a Braced Cut / Stability of Braced Cuts / Failure of single Wall Cofferdams by PipingChapter 8: Pile FoundationIntroduction / Tyoes of Piles in Use / Estimation of Pile Length / Installation of Piles . Load Transfer Mechanism / Equations fro Estimating Pile Capacity / Meyerhof''s Method for Estimating Qp / Janbu''s Method for Estimating Qp / Coyle and Castello''s Method for Estimating Qp in Sand / Other Correlations for Claulating Qp with SPT and CPT Results / Frictionless Resistance (Qs) in Sand / Frictional (Skin) Resistance in Clay / General Comments and Allowable Pile Capacity / Point Bearing Capacity of Piles Resting on Rock / Elastic Settlement of Piles / Laterally Loaded Piles / Pile Driving Formulas / Group Piles - Efficiency / Consolidation Settlement of Group PilesChapter 9: Drilled Shafts Introduction / Types of Drilled Shafts / Construction Procedures / Other Design Considerations / Estimation of Load-Bearing Capacity - General / Drilled Shafts in Sand-Load -Bearing Capacity / Drilled Shafts in Clay - Load Bearing Capacity / Lateral Load-Carrying Capacity Chapter 10: Foundations on Difficult SoilsIntroduction / Foundations of Collapsing Soil / Definition and Types of Collapsing Soil / Physical Parameters for Identification / Procedure for Claculation of Collapse Settlement / Foundation Design in Soils Not susceptible to Wetting / Foundation Design in Soils Susceotible to Wetting / Foundations on Expansive Soil / Expansive Soils - General / Laboratory Measurement of Swell / Classification of Expansive Soil / Foundation Considerations on Expansive Soils / Construction on Expansive Soils / Sanitary Landfills - General / Settlement of Sanitary Landfills / Bearing Capacity of Foundation on Sanitary LandfillsChapter 11: Soil Improvement Introduction / Compaction - General Principles / Field Compaction / Vibroflotation / Precompression - General Considerations / Sand Drains / Wick Drains / Soil Stabilization by AdmixturesAnswers to Selected ProblemsIndex<br/>
520 ## - SUMMARY, ETC.
Summary, etc This Adapted International Student Edition of Braja M. Das' Rinciples of Foundation Engineering is a first edition to hit the International Market. Intended for an introductory junior/senior level course on foundation engineering in the Civil Engineering department.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name as entry element Foundations.
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type Books
Source of classification or shelving scheme Dewey Decimal Classification
Holdings
Lost status Source of classification or shelving scheme Damaged status Not for loan Collection code Home library Current library Shelving location Date acquired Source of acquisition Cost, normal purchase price Inventory number Total Checkouts Full call number Barcode Date last seen Price effective from Koha item type
  Dewey Decimal Classification     Faculty of Engineering & Technology (Structural) Main library Main library B4 05/12/2012 Sphinx publishing 446.00 PU   624.15 D.B.P 00009117 19/02/2025 05/12/2012 Books