The Resource Pile design and construction rules of thumb, Ruwan Rajapakse, (electronic resource)

Pile design and construction rules of thumb, Ruwan Rajapakse, (electronic resource)

Label
Pile design and construction rules of thumb
Title
Pile design and construction rules of thumb
Statement of responsibility
Ruwan Rajapakse
Creator
Contributor
Subject
Language
eng
Cataloging source
NhCcYBP
http://library.link/vocab/creatorName
Rajapakse, Ruwan
Dewey number
624.1/54
Illustrations
illustrations
Index
index present
LC call number
TA780
LC item number
.R283 2008
Literary form
non fiction
Nature of contents
  • dictionaries
  • bibliography
http://library.link/vocab/relatedWorkOrContributorName
ebrary, Inc
http://library.link/vocab/subjectName
Piling (Civil engineering)
Label
Pile design and construction rules of thumb, Ruwan Rajapakse, (electronic resource)
Link
http://site.ebrary.com/lib/umanitoba/Top?id=10229436
Instantiates
Publication
Note
Description based on print version record
Antecedent source
unknown
Bibliography note
Includes bibliographical references and index
Color
multicolored
Contents
Cover -- TOC$Table of Contents -- Preface -- PART 1: Introduction to Pile Selection -- CH$Chapter 1 Site Investigation and Soil Conditions -- 1.1 Literature Survey -- 1.2 Site Visit -- 1.3 Subsurface Investigation -- 1.4 Soil Types -- 1.5 Design Parameters -- 1.6 Selection of Foundation Type -- CH$Chapter 2 Pile Types -- 2.1 Timber Piles -- 2.2 Steel H-Piles -- 2.3 Pipe Piles -- 2.4 Precast Concrete Piles -- 2.5 Casing Removal Type -- 2.6 Precast Piles with Grouted Base -- 2.7 Mandrel-Driven Piles -- 2.8 Composite Piles -- 2.9 Fiber-Reinforced Plastic Piles (FRP Piles) -- CH$Chapter 3 Selection of Pile Type -- CASE 1 -- CASE 2 -- CASE 3 -- PART 2: Design of Pile Foundations -- CH$Chapter 4 Pile Design in Sandy Soils -- 4.1 Equations for End Bearing Capacity in Sandy Soils -- 4.2 Equations for Skin Friction in Sandy Soils -- 4.3 Pile Design Using the Meyerhof Equation (Correlation with SPT (N) -- 4.4 Modified Meyerhof Equation -- 4.5 Parameters that Affect the End Bearing Capacity -- 4.6 Critical Depth for Skin Friction (Sandy Soils) -- 4.7 Critical Depth for End Bearing Capacity (Sandy Soils) -- CH$Chapter 5 Pile Design in Clay Soils -- 5.1 Shear Strength (Clays) -- 5.2 Cohesion in Clay Soils -- 5.3 End Bearing Capacity in Clay Soils (Different Methods) -- 5.4 Skin Friction in Clay Soils (Different Methods) -- 5.5 Bored Piles in Clay Soils -- 5.6 Case Study: Foundation Design Options -- 5.7 Maximum Allowable Pile Loads -- CH$Chapter 6 Pile Design: Special Situations -- 6.1 Timber Pile Design -- 6.2 Case Study-Bridge Pile Design (Timber Piles) -- 6.3 Auger Cast Pile Design (Empirical Method) -- 6.4 Capacity of Grouted Base Piles -- 6.5 Case Study: Comparison between Bored Piles and Driven Piles -- 6.6 Case Study: Friction Piles -- 6.7 Open-End Pipe Pile Design-Semi-empirical Approach -- 6.8 Design of Pin Piles-Semi-empirical Approach -- 6.9 Recommended Guidelines for Pile Design -- 6.10 ASTM Standards for Pile Design -- 6.11 Case Study: Prestressed Concrete Piles -- 6.12 Driving Stresses -- 6.13 Maximum Allowable Driving Stresses -- 6.14 Uplift Forces -- 6.15 Load Distribution-Skin Friction and End Bearing -- CH$Chapter 7 Design of Caissons -- 7.1 Design of Caissons -- 7.2 Construction Methodology of Caissons (Dry Method) -- 7.3 Caisson Inspection in Soil -- 7.4 Meyerhof Equation for Caissons -- 7.5 Caisson Design for Uplift Forces -- 7.6 Caisson Design in Sandy Soils -- 7.7 Belled Caisson Design -- 7.8 Settlement of Caissons -- CH$Chapter 8 Design of Pile Groups -- 8.1 Introduction -- 8.2 Eccentric Loading on a Pile Group -- 8.3 Double Eccentricity -- 8.4 Pile Groups in Clay Soils -- CH$Chapter 9 Pile Settlement -- 9.1 Pile Settlement Measurement -- 9.2 Stiffness of Single Piles -- 9.3 Settlement of Single Piles (Semi-empirical Approach) -- 9.4 Pile Settlement Comparison (End Bearing vs. Floating) -- 9.5 Critical Depth for Settlement -- 9.6
Dimensions
unknown
Extent
1 online resource.
File format
unknown
Form of item
electronic
Isbn
9780080559162
Isbn Type
(electronic bk.)
Level of compression
unknown
Quality assurance targets
not applicable
Reformatting quality
unknown
Reproduction note
Electronic reproduction.
Sound
unknown sound
Specific material designation
remote
System control number
  • (CaMWU)u2443286-01umb_inst
  • ebr10229436
Label
Pile design and construction rules of thumb, Ruwan Rajapakse, (electronic resource)
Link
http://site.ebrary.com/lib/umanitoba/Top?id=10229436
Publication
Note
Description based on print version record
Antecedent source
unknown
Bibliography note
Includes bibliographical references and index
Color
multicolored
Contents
Cover -- TOC$Table of Contents -- Preface -- PART 1: Introduction to Pile Selection -- CH$Chapter 1 Site Investigation and Soil Conditions -- 1.1 Literature Survey -- 1.2 Site Visit -- 1.3 Subsurface Investigation -- 1.4 Soil Types -- 1.5 Design Parameters -- 1.6 Selection of Foundation Type -- CH$Chapter 2 Pile Types -- 2.1 Timber Piles -- 2.2 Steel H-Piles -- 2.3 Pipe Piles -- 2.4 Precast Concrete Piles -- 2.5 Casing Removal Type -- 2.6 Precast Piles with Grouted Base -- 2.7 Mandrel-Driven Piles -- 2.8 Composite Piles -- 2.9 Fiber-Reinforced Plastic Piles (FRP Piles) -- CH$Chapter 3 Selection of Pile Type -- CASE 1 -- CASE 2 -- CASE 3 -- PART 2: Design of Pile Foundations -- CH$Chapter 4 Pile Design in Sandy Soils -- 4.1 Equations for End Bearing Capacity in Sandy Soils -- 4.2 Equations for Skin Friction in Sandy Soils -- 4.3 Pile Design Using the Meyerhof Equation (Correlation with SPT (N) -- 4.4 Modified Meyerhof Equation -- 4.5 Parameters that Affect the End Bearing Capacity -- 4.6 Critical Depth for Skin Friction (Sandy Soils) -- 4.7 Critical Depth for End Bearing Capacity (Sandy Soils) -- CH$Chapter 5 Pile Design in Clay Soils -- 5.1 Shear Strength (Clays) -- 5.2 Cohesion in Clay Soils -- 5.3 End Bearing Capacity in Clay Soils (Different Methods) -- 5.4 Skin Friction in Clay Soils (Different Methods) -- 5.5 Bored Piles in Clay Soils -- 5.6 Case Study: Foundation Design Options -- 5.7 Maximum Allowable Pile Loads -- CH$Chapter 6 Pile Design: Special Situations -- 6.1 Timber Pile Design -- 6.2 Case Study-Bridge Pile Design (Timber Piles) -- 6.3 Auger Cast Pile Design (Empirical Method) -- 6.4 Capacity of Grouted Base Piles -- 6.5 Case Study: Comparison between Bored Piles and Driven Piles -- 6.6 Case Study: Friction Piles -- 6.7 Open-End Pipe Pile Design-Semi-empirical Approach -- 6.8 Design of Pin Piles-Semi-empirical Approach -- 6.9 Recommended Guidelines for Pile Design -- 6.10 ASTM Standards for Pile Design -- 6.11 Case Study: Prestressed Concrete Piles -- 6.12 Driving Stresses -- 6.13 Maximum Allowable Driving Stresses -- 6.14 Uplift Forces -- 6.15 Load Distribution-Skin Friction and End Bearing -- CH$Chapter 7 Design of Caissons -- 7.1 Design of Caissons -- 7.2 Construction Methodology of Caissons (Dry Method) -- 7.3 Caisson Inspection in Soil -- 7.4 Meyerhof Equation for Caissons -- 7.5 Caisson Design for Uplift Forces -- 7.6 Caisson Design in Sandy Soils -- 7.7 Belled Caisson Design -- 7.8 Settlement of Caissons -- CH$Chapter 8 Design of Pile Groups -- 8.1 Introduction -- 8.2 Eccentric Loading on a Pile Group -- 8.3 Double Eccentricity -- 8.4 Pile Groups in Clay Soils -- CH$Chapter 9 Pile Settlement -- 9.1 Pile Settlement Measurement -- 9.2 Stiffness of Single Piles -- 9.3 Settlement of Single Piles (Semi-empirical Approach) -- 9.4 Pile Settlement Comparison (End Bearing vs. Floating) -- 9.5 Critical Depth for Settlement -- 9.6
Dimensions
unknown
Extent
1 online resource.
File format
unknown
Form of item
electronic
Isbn
9780080559162
Isbn Type
(electronic bk.)
Level of compression
unknown
Quality assurance targets
not applicable
Reformatting quality
unknown
Reproduction note
Electronic reproduction.
Sound
unknown sound
Specific material designation
remote
System control number
  • (CaMWU)u2443286-01umb_inst
  • ebr10229436

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