Author: Publisher:
ISBN:
Category : Highway engineering
Languages : en
Pages : 72
Book Description
McTrans Catalog
Tall Buildings: From Engineering To Sustainability
Author: Y K CheungPublisher: World Scientific
ISBN: 9814478873
Category : Technology & Engineering
Languages : en
Pages : 1167
Book Description
A collection of papers presented at the Sixth International Conference on Tall Buildings (ICTB), this volume clearly explains the engineering and socio-economic aspects of tall buildings in specific areas of sustainability. The papers focus on Asian cities, where tall buildings have become a major feature of the built environment. A multi-disciplinary book, it also deals with the increasing complexity of inter-related problems that require knowledge integration from different disciplines. With interesting contributions from distinguished practitioners, academics and policy makers, the book addresses the development and application of knowledge in solving problems related to tall buildings.
Drilled Shaft Design for Sound Barrier Walls, Signs, and Signals
Author: Theory and Practice of Pile Foundations
Author: Wei Dong GuoPublisher: CRC Press
ISBN: 0415809339
Category : Technology & Engineering
Languages : en
Pages : 579
Book Description
Pile Foundations are an essential basis for many structures. It is vital that they be designed with the utmost reliability, because the cost of failure is potentially huge. Covering a whole range of design issues relating to pile design, this book presents economical and efficient design solutions and demonstrates them using real world examples. Coverage includes nonlinear response of single piles to vertical or torsional loading and to cyclic lateral loading, as well as prediction of nonlinear response of lateral pile groups, vertically loaded pile groups and the design of slope stabilising piles. Most solutions are provided as closed-form expressions. Theory and Practice of Pile Foundations is: illustrated with case studies accompanied by practical applications in Excel and MathCad the first book to incorporate nonlinear interaction into pile design. A valuable resource for students of geotechnical engineering taking courses in foundations and a vital tool for engineers designing pile foundations.
Public Roads
Author: Pile Driving by Pile Buck
Author: Pile Buck InternationalPublisher: Lulu.com
ISBN: 0578008726
Category : Technology & Engineering
Languages : en
Pages : 479
Book Description
The definitive reference for driven piles. Nearly six years in the making, Pile Driving by Pile Buck is a comprehensive reference book on the history of pile driving and driven piles, the various types of piles, the equipment used to install them, the design of driven pile foundations, the installation of driven piles and the capacity verification of driven piles. Not just another theoretical exercise, Pile Driving by Pile Buck gives practical procedures and equipment configurations for the successful installation of virtually any driven pile foundations. Included with the text are a wealth of photographs without equal in this type of publication; the photos alone are worth the price of the book, and help bring the reader "on site" to understand the whole process of pile driving--one of the oldest construction techniques known.
A Numerical Investigation Into the Performance of the Soil Nail Wall and Pile Foundation at the Swift Delta I-5 Interchange
Author: Trevor D. SmithPublisher:
ISBN:
Category : Bridges
Languages : en
Pages : 188
Book Description
Transportation Research Record
Author: Design of Rock Socketed Drilled Shafts
Author: Jamal NusairatPublisher:
ISBN:
Category : Bridges
Languages : en
Pages : 422
Book Description
This project was aimed at evaluating and developing design methods for laterally loaded drilled shafts socketed in rock. Five lateral load tests on rock socketed drilled shafts with full range of instrumentation were conducted in Ohio. Detailed instrumentation included the use of vibrating wire strain gages, inclinometers, dial gages, and load cells. P-y curves representing site-specific lateral shaft-rock interaction were deduced from strain data. Field testing included the use of a borehole pressuremeter/dilatometer to obtain measurements that were correlated with rock mass strength and deformation parameters as well as with p-y curves. A comparison was made between the baseline p-y curves deduced from strain data of lateral load tests, the p-y curves predicted by using Reese's interim criterion, and the p-y curves from the pressuremeter tests in rock. A new hyperbolic p-y criterion for rock is proposed based on the field test data and extensive theoretical work. Validation of the proposed p-y criterion of rock was carried out by comparing the predictions of shaft deflections and bending moments using the hyperbolic p-y criterion against actual lateral load tests results. Based on the findings of this study, a complete solution for the design of drilled shafts socketed in rock or intermediate geomaterials under lateral loads is provided.
Author: