With a view to realization of the full potential of the development of harbour facility in Hambantota and recognition of integrating port development with regional development, a comprehensive consultancy study utilizing consultant having experience in greenfield port construction whose work has been acceptable to international lending agencies is in the final stage.
Port of Hambantota is planned as a Service and Industrial Port and subsequently it could be developed as a transshipment port depending on the increasing cargo volumes.
In view of urgency, short term plan has been prepared for a service port as phase 1 of the project in order to cater for the immediate demands in accordance with the master plan. The Main components are two nos. of berth with 500m length, and the Breakwater of about 1.8 km and the proposed port will have depth of 15m. presently negotiations are being held with Government of China for funding arrangements.
Project Staff
Client -
Project Director - Priyath Bandu Wickrama – Chairman
Dy. Project Director - Agil Hewageegana – Deputy Chief Engineer
Contractor –
China Harbour Engineering Co & Sinohydro Corporation ltd JV
Project Features
Phase 1 of the project will cater for initial requirements as identified in Feasibility Study. The proposed port is planned to have the two breakwater arms on the seaside to ensure the safe navigation and the basin and quay walls within the lagoon called “Karagam Lewaya”, having an access channel across the Hambantota - Colombo main road. The main important feature of this project is the construction of the quay wall and basin in dry condition after constructing a cofferdam along the perimeter. The main parameters of the phase 1 are as follows:
·Design Vessel 100,000 DWT
·Approach Channel Width 210m
·Approach Channel Depth 16m
·Turning Circle 600m
·Quay Length( General cargo) 600m
·Service Quay 105 m
·Oil Quay 310 m
·Depth of Basin 16m
·Cost of the Construction Works US $ 361 million
·Date of Commencement 15th January 2008
·Project Duration 39 months
Brickwork allows the reader to develop their understanding of key subjects by completing the numerous exercises and tests, including multiple choice questions. In addition, each topic begins with a summary of key facts and figures, making this an ideal course text based round core information and assessments rather than reading an extended text. The coverage includes health and safety and basic calculations as well as the technical and practical aspects of brickwork. All students of bricklaying will find this a stimulating and useful revision aid.
Learn through key fact summaries and exercises, not extended textIdeal for independent study and revision
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Roadwork Theory and Practice gives the essential information needed by every road worker, highway technician, incorporated, graduate or chartered engineer, not only by explaining the theory of road construction and its associated activities, but by illustrating its application with practical working methods that are in use in everyday engineering practice. As such, it successfully bridges the gap so often found between civil engineering theory and the day-to-day work of a highways engineer.
Now in its fifth edition, this classic textbook has been fully revised in line with recent changes to EU standards, legislation, terminology and specifications. The new edition now includes end of chapter review questions and references for further reading.
Students will find this text fully caters for the requirements of BTEC National and NVQ qualifications in construction, civil engineering and highways maintenance. In addition, content has been matched to the specifications of the new Higher Nationals in Civil Engineering from Edexcel. Professionals will find the new edition to be an invaluable up-to-date reference source, especially of relevance to recent graduates new to the work place.
* Revised throughout to ensure content in line with new EU Standards
* Latest changes to highway terminology incorporated
* New textbook features increase accessibility of the text - end of chapter review questions and references for further reading
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Written for students taking courses in building and surveying, 'Estimating for Builders and Surveyors' describes and explains the method used by the estimator to build up prices or rates for items described in the SMM7 format. Each chapter is a self-contained unit related to a particular element in the building. Worked examples throughout reflect both traditional and up-to-date technology. Written by an author team of academics and professional surveyors, this book continues to be an invaluable introduction to the subject of estimating.
* Written in line with The Standard Method of Measurement of Building Works to provide professional relevance
* Worked examples throughout ensure the student can practice the techniques described
* Comprehensive coverage of the trades gives the reader a complete picture
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This is a study book for teaching fundamental concepts and skill
published: June 1981 by Earthquake Engineering Research
details: Hardcover
isbn: 0960504443
isbn13: 9780960504442
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STRUCTURAL ANALYSIS IN EARTHQUAKE ENGINEERING A BREAKTHROUGH OF SIMPLIFIED NON-LINEAR METHODS
info:
Structural response to strong earthquake ground motion cannot be accurately predicted due to
large uncertainties and the randomness of structural properties and ground motion parameters.
Consequently, excessive sophistication in structural analysis is not warranted. For the time
being, the most rational analysis and performance evaluation methods for practical
applications seem to be simplified non-linear procedures, which combine the non-linear static
(pushover) analysis of a relatively simple mathematical model and the response spectrum
approach. In recent years, a breakthrough of these procedures has been observed. They have
been implemented into the modern guidelines and codes. The paper discusses such
procedures. After a brief overview of the methods, the major attention is focused on the N2
method, which has been implemented into the recent draft of the Eurocode 8 standard. The
theoretical background of the extended version of the method, which can be applied for
asymmetric structures, is presented. The similarities and differences between different
methods, the determination of target displacement in the capacity spectrum method, the
problems related to the application of simplified methods to analysis of 3D models, the
approximations and limitations of the simplified inelastic methods, and the direct
displacement-based design are discussed. Although different methods may yield in many
cases similar results, they differ in respect to simplicity, transparency and clarity of theoretical
background. The most important difference is related to the determination of displacement
demand. The use is inelastic spectra is considered to be more appropriate than the use of
highly damped equivalent elastic spectra.
How to Fix America's Trillion-Dollar Construction Industry
info:
Broken Buildings, Busted Budgets: How to Fix America's Trillion-Dollar Construction Industry By Barry B. LePatner
Publisher: University Of Chicago Press 2007 | ISBN: 0226472671 | PDF | 1.7 MB
Across the nation, construction projects large and small—from hospitals to schools to simple home improvements—are spiraling out of control. Delays and cost overruns have come to seem “normal,†even as they drain our wallets and send our blood pressure skyrocketing. In Broken Buildings, Busted Budgets, prominent construction attorney Barry B. LePatner builds a powerful case for change in America’s sole remaining “mom and pop†industry—an industry that consumes $1.23 trillion and wastes at least $120 billion each year.
With three decades of experience representing clients that include eminent architects and engineers, as well as corporations, institutions, and developers, LePatner has firsthand knowledge of the bad management, ineffective supervision, and insufficient investment in technology that plagues the risk-averse construction industry. In an engaging and direct style, he here pinpoints the issues that underlie the industry’s woes while providing practical tips for anyone in the business of building, including advice on the precise language owners should use during contract negotiations.
Armed with Broken Buildings, Busted Budgets, everyone involved in the purchase or renovation of a building or any structure—from homeowners seeking to remodel to civic developers embarking on large-scale projects — has the information they need to change this antiquated industry, one project at a time.
“LePatner describes what is wrong with the current system and suggests ways that architects can help—by retaking their rightful place as master builders.â€â€”Fred A. Bernstein, Architect Magazine “Every now and then, a major construction project is completed on time and on budget. Everyone is amazed. . . . Barry LePatner thinks this exception should become the rule. . . . A swift kick to the construction industry.â€â€”James R. Hagerty, Wall Street Journal
(20070301)
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G. L. Asawa, "Irrigation and Water Resources Engineering"
New Age | 2008-07-01 | ISBN: 812241673X | 608 pages | PDF | 6,4 MB
The book "Irrigation and Water Resources Engineering" deals with the fundamental and general aspects of irrigation and water resources engineering and includes recent developments in hydraulic engineering related to irrigation and water resources engineering. Significant inclusions in the book are a chapter on management (including operation, maintenance, and evaluation) of canal irrigation in India, detailed environmental aspects for water resource projects, a note on interlinking of rivers in India, and design problems of hydraulic structures such as guide bunds, settling basins, etc.
The first chapter of the book introduces irrigation and deals with the need, development and environmental aspects of irrigation in India. The second chapter on hydrology deals with different aspects of surface water resource. Soil-water relationships have been dealt with in Chapter 3. Aspects related to ground water resource have been discussed in Chapter 4. Canal irrigation and its management aspects form the subject matter of Chapters 5 and 6. Behaviour of alluvial channels and design of stable channels have been included in Chapters 7 and 8, respectively. Concepts of surface and subsurface flows, as applicable to hydraulic structures, have been introduced in Chapter 9. Different types of canal structures have been discussed in Chapters 10, 11, and 13. Chapter 12 has been devoted to rivers and river training methods. After introducing planning aspects of water resource projects in Chapter 14, embankment dams, gravity dams and spillways have been dealt with, respectively, in Chapters 15, 16 and 17.
The students would find solved examples (including design problems) in the text, and unsolved exercises and the list of references given at the end of each chapter useful.
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Dear friends, if anyone has information about this book would be very grateful.
The Venezuelan book called "Project Manual of Steel Structures" Orinoco Iron SIDOR CVG, Caracas 1984, 3 Volumes 2923 pages of Gutierrez. A
Thank you very much.
Capacity Demand Diagram Methods Based on Inelastic Design Spectrum
info:
An improved capacity-demand-diagram method that uses the well-known constant-ductility design spectrum for the demand diagram is developed and illustrated by examples. This method estimates the deformation of inelastic SDF systems consistent with the selected inelastic design spectrum, while retaining the attraction of graphical implementation of the ATC-40 Nonlinear Static Procedure. One version of the improved method is graphically similar to ATC-40 Procedure A whereas the second version is graphically similar to ATC-40 Procedure B. However, the improved procedures differ from ATC-40 procedures in one important sense. The demand diagram used is different: the constant-ductility demand diagram for inelastic systems in the improved procedure versus the elastic demand diagram in ATC-40 for equivalent linear systems. The improved method can be conveniently implemented numerically if its graphical features are not important to the user. Such a procedure, based on equations relating the yield strength reduction factor, Ry, and ductility factor, μ, for different period, Tn, ranges, has been presented, and illustrated by examples using three different Ry-μ-Tn relations...
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