NCHRP Synthesis 360

NCHRP Synthesis 360
Author :
Publisher :
Total Pages :
Release :
ISBN-10 : OCLC:1065681018
ISBN-13 :
Rating : 4/5 (18 Downloads)

Synopsis NCHRP Synthesis 360 by : John Turner

NCHRP Synthesis 360

NCHRP Synthesis 360
Author :
Publisher :
Total Pages :
Release :
ISBN-10 : OCLC:870331671
ISBN-13 :
Rating : 4/5 (71 Downloads)

Synopsis NCHRP Synthesis 360 by : John Turner

Rock-socketed Shafts for Highway Structure Foundations

Rock-socketed Shafts for Highway Structure Foundations
Author :
Publisher : Transportation Research Board
Total Pages : 145
Release :
ISBN-10 : 9780309097680
ISBN-13 : 0309097681
Rating : 4/5 (80 Downloads)

Synopsis Rock-socketed Shafts for Highway Structure Foundations by : John P. Turner

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.

Model Uncertainties in Foundation Design

Model Uncertainties in Foundation Design
Author :
Publisher : CRC Press
Total Pages : 497
Release :
ISBN-10 : 9780429655951
ISBN-13 : 0429655959
Rating : 4/5 (51 Downloads)

Synopsis Model Uncertainties in Foundation Design by : Chong Tang

Model Uncertainties in Foundation Design is unique in the compilation of the largest and the most diverse load test databases to date, covering many foundation types (shallow foundations, spudcans, driven piles, drilled shafts, rock sockets and helical piles) and a wide range of ground conditions (soil to soft rock). All databases with names prefixed by NUS are available upon request. This book presents a comprehensive evaluation of the model factor mean (bias) and coefficient of variation (COV) for ultimate and serviceability limit state based on these databases. These statistics can be used directly for AASHTO LRFD calibration. Besides load test databases, performance databases for other geo-structures and their model factor statistics are provided. Based on this extensive literature survey, a practical three-tier scheme for classifying the model uncertainty of geo-structures according to the model factor mean and COV is proposed. This empirically grounded scheme can underpin the calibration of resistance factors as a function of the degree of understanding – a concept already adopted in the Canadian Highway Bridge Design Code and being considered for the new draft for Eurocode 7 Part 1 (EN 1997-1:202x). The helical pile research in Chapter 7 was recognised by the 2020 ASCE Norman Medal.

NCHRP Report

NCHRP Report
Author :
Publisher :
Total Pages : 68
Release :
ISBN-10 : UCBK:C104595490
ISBN-13 :
Rating : 4/5 (90 Downloads)

Synopsis NCHRP Report by :

Advances in Analysis and Design of Deep Foundations

Advances in Analysis and Design of Deep Foundations
Author :
Publisher : Springer
Total Pages : 314
Release :
ISBN-10 : 9783319616421
ISBN-13 : 3319616420
Rating : 4/5 (21 Downloads)

Synopsis Advances in Analysis and Design of Deep Foundations by : Murad Abu-Farsakh

This volume on “Advances in Analysis and Design of Deep Foundations” contains 22 technical papers which cover various aspects of analysis and design of deep foundations based on full-scale field testing, numerical modeling, and analytical solutions. The technical papers are 8-10 pages long that present the results and findings from research as well as practical-oriented studies on deep foundations that are of interest to civil/geotechnical engineering community. The topics cover a wide spectrum of applications that include evaluation of the axial and lateral capacity of piles, pile group effects, evaluation of the increase in pile capacity with time (or pile setup), influence of excavation on pile capacity, study the behavior of pile raft caisson foundations, evaluate the bearing capacity and settlement of piles from cone penetration tests, etc. This volume is part of the proceedings of the 1st GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2017.

Use of Advanced Geospatial Data, Tools, Technologies, and Information in Department of Transportation Projects

Use of Advanced Geospatial Data, Tools, Technologies, and Information in Department of Transportation Projects
Author :
Publisher : Transportation Research Board
Total Pages : 97
Release :
ISBN-10 : 9780309223942
ISBN-13 : 0309223946
Rating : 4/5 (42 Downloads)

Synopsis Use of Advanced Geospatial Data, Tools, Technologies, and Information in Department of Transportation Projects by : Michael James Olsen

"TRB's National Cooperative Highway Research Program (NCHRP) Synthesis 446: Use of Advance Geospatial Data, Tools, Technologies, and Information in Department of Transportation Projects that explores the development, documentation, and introduction of advanced geospatial technologies within departments of transportation.The report also provides a discussion of strengths and weaknesses of leading technologies, and how they are being used today." -- Publisher's description.

Soil Dynamics and Soil-Structure Interaction for Resilient Infrastructure

Soil Dynamics and Soil-Structure Interaction for Resilient Infrastructure
Author :
Publisher : Springer
Total Pages : 243
Release :
ISBN-10 : 9783319635439
ISBN-13 : 3319635433
Rating : 4/5 (39 Downloads)

Synopsis Soil Dynamics and Soil-Structure Interaction for Resilient Infrastructure by : Tarek Abdoun

Infrastructure is the key to creating a sustainable community. It affects our future well-being as well as the economic climate. Indeed, the infrastructure we are building today will shape tomorrow's communities. GeoMEast 2017 created a venue for researchers and practitioners from all over the world to share their expertise to advance the role of innovative geotechnology in developing sustainable infrastructure. This volume focuses on the role of soil-structure-interaction and soil dynamics. It discusses case studies as well as physical and numerical models of geo-structures. It covers: Soil-Structure-Interaction under static and dynamic loads, dynamic behavior of soils, and soil liquefaction. It is hoped that this volume will contribute to further advance the state-of-the-art for the next generation infrastructure. This volume is part of the proceedings of the 1st GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2017.

Thin and Ultra-thin Whitetopping

Thin and Ultra-thin Whitetopping
Author :
Publisher : Transportation Research Board
Total Pages : 96
Release :
ISBN-10 : 9780309070195
ISBN-13 : 0309070198
Rating : 4/5 (95 Downloads)

Synopsis Thin and Ultra-thin Whitetopping by : Robert Otto Rasmussen

TRB's National Cooperative Highway Research Program (NCHRP) Synthesis 338: Thin and Ultra-Thin Whitetopping summarizes available information to document how state departments of transportation and others are currently using thin and ultra-thin whitetopping overlays among various pavement rehabilitation alternatives. The report covers all stages of the proper application of whitetopping overlays, including project selection, design, materials selection, construction, maintenance, and eventual rehabilitation or replacement.

Cone Penetration Testing

Cone Penetration Testing
Author :
Publisher : Transportation Research Board
Total Pages : 126
Release :
ISBN-10 : 9780309097840
ISBN-13 : 0309097843
Rating : 4/5 (40 Downloads)

Synopsis Cone Penetration Testing by : Paul W. Mayne

NCHRP synthesis 368 explores the current practices of departments of transportation associated with cone penetration testing (CPT). The report examines cone penetrometer equipment options; field testing procedures; CPT data presentation and geostratigraphic profiling; CPT evaluation of soil engineering parameters and properties; CPT for deep foundations, pilings, shallow foundations, and embankments; and CPT use in ground modifications and difficult ground conditions.