عنوان

Pile design and construction rules of thumb

شابک

0080559166

شابک

661127328X

شابک

9780080559162

شابک

9786611273286

شابک اشتباه

0750687630

شابک اشتباه

9780750687638

شماره

dltt

عنوان اصلي

Pile design and construction rules of thumb

نام عام مواد

[Book]

نام نخستين پديدآور

Ruwan Rajapakse.

محل نشرو پخش و غیره

Burlington, MA :

نام ناشر، پخش کننده و غيره

Elsevier/Butterworth-Heinemann,

تاریخ نشرو بخش و غیره

c2008.

متن يادداشت

Includes bibliographical references and index.

متن يادداشت

Cover -- Table of Contents -- Preface -- PART 1: Introduction to Pile Selection -- 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 -- 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) -- Chapter 3 Selection of Pile Type -- CASE 1 -- CASE 2 -- CASE 3 -- PART 2: Design of Pile Foundations -- 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) -- 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 -- 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 -- 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 -- 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 -- 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.

بدون عنوان

0

عنوان

Pile design and construction rules of thumb.

شماره استاندارد بين المللي کتاب و موسيقي

0750687630

موضوع مستند نشده

Piling (Civil engineering)

موضوع مستند نشده

TEC-- 063000

مستند نام اشخاص تاييد نشده

Rajapakse, Ruwan.

مستند نام تنالگان تاييد نشده

Knovel (Firm)

تاريخ عمليات

20110913074454.0

نام الکترونيکي

نوع ماده

[Book]

تكميل شده

Y