Dissertation Abstracts International
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Published: 2008
Total Pages: 994
ISBN-13:
DOWNLOAD EBOOKRead and Download eBook Full
Author:
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Published: 2008
Total Pages: 994
ISBN-13:
DOWNLOAD EBOOKAuthor: Michael W. O'Neill
Publisher:
Published: 1999
Total Pages:
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DOWNLOAD EBOOKAuthor: John P. Turner
Publisher: Transportation Research Board
Published: 2006
Total Pages: 145
ISBN-13: 0309097681
DOWNLOAD EBOOKTRB'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.
Author: Magued Iskander
Publisher:
Published: 2009
Total Pages: 0
ISBN-13: 9780784410219
DOWNLOAD EBOOKGSP 185 contains 80 papers presented at the International Foundation Congress and Equipment Expo held in Orlando, Florida, March 15-19, 2009.
Author: John A. Hudson
Publisher: Thomas Telford
Published: 1992
Total Pages: 514
ISBN-13: 9780727716880
DOWNLOAD EBOOKAuthor: John Turner
Publisher:
Published: 2006
Total Pages:
ISBN-13:
DOWNLOAD EBOOKAuthor: Harvey E. Wahls
Publisher: Transportation Research Board
Published: 1990
Total Pages: 56
ISBN-13: 9780309049054
DOWNLOAD EBOOKIncludes case histories of the Dumbarton Bridge (San Francisco Bay, Calif.), the Rainier Avenue Embankment (Seattle, Wash.) and the Gallows Road Grade Separation (Fairfax, Va.)
Author: Jay Ameratunga
Publisher: Springer
Published: 2015-12-11
Total Pages: 236
ISBN-13: 8132226291
DOWNLOAD EBOOKThis 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.
Author: International Code Council
Publisher: International Code Council
Published: 2014
Total Pages: 0
ISBN-13: 9781609834678
DOWNLOAD EBOOKOffers the latest regulations on designing and installing commercial and residential buildings.
Author: Dipanjan Basu
Publisher: Purdue University Press
Published: 2007-10-01
Total Pages: 152
ISBN-13: 9781622601264
DOWNLOAD EBOOKThis 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.