Rock-socketed Shafts for Highway Structure Foundations

Rock-socketed Shafts for Highway Structure Foundations

Author: John P. Turner

Publisher: Transportation Research Board

Published: 2006

Total Pages: 145

ISBN-13: 0309097681

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TRB's National Cooperative Highway Research Program (NCHRP) Synthesis 360: Rock-Socketed Shafts for Highway Structure Foundations explores current practices pertaining to each step of the design process, along with the limitations; identifies emerging and promising technologies; examines the principal challenges in advancing the state of the practice; and investigates future developments and potential improvements in the use and design of rock-socketed shafts.


Contemporary Topics in Deep Foundations

Contemporary Topics in Deep Foundations

Author: Magued Iskander

Publisher:

Published: 2009

Total Pages: 0

ISBN-13: 9780784410219

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GSP 185 contains 80 papers presented at the International Foundation Congress and Equipment Expo held in Orlando, Florida, March 15-19, 2009.


Design and Construction of Bridge Approaches

Design and Construction of Bridge Approaches

Author: Harvey E. Wahls

Publisher: Transportation Research Board

Published: 1990

Total Pages: 56

ISBN-13: 9780309049054

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Includes case histories of the Dumbarton Bridge (San Francisco Bay, Calif.), the Rainier Avenue Embankment (Seattle, Wash.) and the Gallows Road Grade Separation (Fairfax, Va.)


Correlations of Soil and Rock Properties in Geotechnical Engineering

Correlations of Soil and Rock Properties in Geotechnical Engineering

Author: Jay Ameratunga

Publisher: Springer

Published: 2015-12-11

Total Pages: 236

ISBN-13: 8132226291

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This book presents a one-stop reference to the empirical correlations used extensively in geotechnical engineering. Empirical correlations play a key role in geotechnical engineering designs and analysis. Laboratory and in situ testing of soils can add significant cost to a civil engineering project. By using appropriate empirical correlations, it is possible to derive many design parameters, thus limiting our reliance on these soil tests. The authors have decades of experience in geotechnical engineering, as professional engineers or researchers. The objective of this book is to present a critical evaluation of a wide range of empirical correlations reported in the literature, along with typical values of soil parameters, in the light of their experience and knowledge. This book will be a one-stop-shop for the practising professionals, geotechnical researchers and academics looking for specific correlations for estimating certain geotechnical parameters. The empirical correlations in the forms of equations and charts and typical values are collated from extensive literature review, and from the authors' database.


International Building Code 2015

International Building Code 2015

Author: International Code Council

Publisher: International Code Council

Published: 2014

Total Pages: 0

ISBN-13: 9781609834678

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Offers the latest regulations on designing and installing commercial and residential buildings.


Analysis of Laterally Loaded Piles in Multilayered Soil Deposits

Analysis of Laterally Loaded Piles in Multilayered Soil Deposits

Author: Dipanjan Basu

Publisher: Purdue University Press

Published: 2007-10-01

Total Pages: 152

ISBN-13: 9781622601264

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This report focuses on the development of a new method of analysis of laterally loaded piles embedded in a multi-layered soil deposit treated as a three-dimensional continuum. Assuming that soil behaves as a linear elastic material, the governing differential equations for the deflection of laterally loaded piles were obtained using energy principles and calculus of variations. The differential equations were solved using both the method of initial parameters and numerical techniques. Soil resistance, pile deflection, slope of the deflected pile, bending moment and shear force can be easily obtained at any depth along the entire pile length. The results of the analysis were in very good agreement with three-dimensional finite element analysis results. The analysis was further extended to account for soil nonlinearity. A few simple constitutive relationships that allow for modulus degradation with increasing strain were incorporated into the analysis. The interaction of piles in groups was also studied.