CV of A Senior Civil Engineer

Name	Raed Sabri Saeed Ahmad
Date of Birth	14th June 1973
Place of Birth	nablus – Palestine
Sex	Male
Nationality	Palestinian
Status	Married with three child’s
Education	Diploma of Civil  Engineering from Palestine Polytechnic– hebron -Palestine, 1994
Contact me:	Mobile No. :+97059842480E-mail: aboislam10@yahoo.com
Languages	Arabic : Mother tongueEnglish: good

Experience

Feb.2012	Up to date	Monitor buildings.Arab Engineering Services @ Consultations ( ARABESC )  Supervision on the establishment and finishing of the Central Medical Store in nablus which include the following projects Construction and finishing works of the CMS Building of a total area of 8642 m². The building consists of the following floors: Basement floor: Basement floor consist of water reservoir 60m³, water pump room, Electricity room and Transformer, Generator room, Maintenance room and equipment storage. Ground floor: Ground floor facilities are: Disposal storage Medicine storage Main floor Equipment Storage Dangerous items storage 25 pallets Area of reception and quarantine Locked up storage – Stup and psycho storage Locked up storage – Oncology Locked up storage – Tuberculosis Locked up storage – Labo reactive agents (25°) Stock management office Receipt Store -keepers area Sample store Clients care Preparation and control area Clients care Store keepers area Expired or Rejected products Outdoor Gas storage shelter Independent Guard room Sanitary First floor: First floor facilities are : Cold area Heating cooling ventilation room First floor Equipment Storage Archives Administration offices Roof Floor: Stair case and lift mechanical room.   Responsibilities: Review method statements and construction procedures., Check all the material and finishing samples of the project for approval. Check technical submittals and shop drawings and submitted to agency. Supervising the execution of structural, architectural, electrical and mechanical works. Review the bill of quantities and the contractor’s invoices.
Mar.2010	July.2011	Monitor buildings.Consolidated Consultants Engineering @ Project Management  Supervision on the establishment and finishing of the Jenin NSF Operation Camp which include the following projects ( Construction of Accommodations (A ,B , C) @ Mess Hall buildings , Construction of Vehicle Maintenance Buildings ( A , B ) , Service Building & Towers , Construction of Ground & Elevated Water Tank , Septic Tank & Sewer Treatment Unit , Construction of Infrastructure Works  & Landscaping ) total area 20000 m2. Responsibilities: Review method statements and construction procedures., Check all the material and finishing samples of the project for approval. Check technical submittals and shop drawings and submitted to agency. Supervising the execution of structural, architectural, electrical and mechanical works. Review the bill of quantities and the contractor’s invoices.
Jan.2005	Mar.2010	Assistant Engineer.Palestinian Counsulting CenterThe main activities in this project are: Supervising the execution of structural, architectural, electrical and mechanical works. Account quantities for many residential, educational , health, cultural and other buildings Preparing the bill of quantities. Prepare drawings by AutoCAD
Aug.2004	Jan.2005	site Engineer.deir alhatab village council Responsibilities: Supervision of Wells rainwater harvesting Which was Funded and Supervision by the U . N . D . P Review method statements and construction procedures., Preparing all the paper works (daily reports, weekly reports, monthly and final reports, all the correspondences with management and the sub contractor, preparing the quantities and invoices).
Oct. 2002	Jun. 2003	Structural Engineer.ALJAWAD For Engineering @ Construction Responsibilities Supervision Engineering of Establishment and finishing of deir alhatab secondary school prepare method statement and construction procedure. Prepare the daily reports. Prepare technical submittals and shop drawings associated with the civil, method statements and construction procedures. Review the construction drawings and complying the architectural with structural and electrical-mechanical drawings.  Quantity Surveyor.
May 1996	Jan. 2001	Assistant Engineer.Palestinian center for engineering @  consultationsResponsibilities: working as drawing plans on AutoCAD. Supervising the execution of structural, architectural, electrical and mechanical works. Preparing the bill of quantities. Quantity surveyor.
Sep. 1994	May 1996	Assistant Engineer.Al asas eng. OfficeResponsibilities Prepare drawings by AutoCAD Supervision of many residential buildings Preparing quantities

IT Skills
	Expert in utilizing windows and MS office applications (Word, Excel, PowerPoint…etc.)
	AutoCAD 2011, M.s Project Program, Reinforced Design Program.

Training Courses:
M.s Project	Vocational Training of the Ministry of Labour/nablus-Palestine
(AutoCAD).	Engineering association / nablus-Palestine

Marine Geotechnics 2014

This manual provides foundation engineers with a comprehensive reference on estimating engineering soil parameters from field or laboratory test data. Empirical correlations are used extensively to evaluate soil parameters.
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Code

Marine Geotechnics
http://www.4shared.com/rar/xOlHYL0d/Marine_Geotech_Poulos.html
http://www.mediafire.com/download.php?0596v2qp46dm6f7 

Manual on Estimating Soil Properties for Foundation Design

This manual provides foundation engineers with a comprehensive reference on estimating engineering soil parameters from field or laboratory test data. Empirical correlations are used extensively to evaluate soil parameters. The manual describes the most important of these correlations completely and systematically with an emphasis on the correlations of relatively common tests, including those that are seeing increased usage in practice. 

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Code

Manual on Estimating Soil Properties for Foundation Design
http://www.geoengineer.org/EPRI_reports/EL-6800.pdf
http://www.mediafire.com/download.php?0n24lsjdoyggnr4

Linear and Non-linear Numerical Analysis of Foundations

 

Correctly understanding, designing and analyzing the foundations that support structures is fundamental to their safety. This book by a range of academic, design and contracting world experts provides a review of the state-of-the-art techniques for modelling foundations using both linear and non linear numerical analysis. It applies to a range of infrastructure, civil engineering and structural engineering projects and allows designers, engineers, architects, researchers and clients to understand some of the advanced numerical techniques used in the analysis and design of foundations.

Topics include:

• Ground vibrations caused by trains
• Pile-group effects
• Bearing capacity of shallow foundations under static and seismic conditions
• Bucket foundation technology for offshore oilfields
• Seismically induced liquefaction in earth embankment foundations and in pile foundations
• Free vibrations of industrial chimneys and TV towers with flexibility of the soil
• Settlements of high rise structures
• Seepage, stress fields and dynamic responses in dams
• Site investigation

Download

Code

Linear and Non-linear Numerical Analysis of Foundations
http://www.4shared.com/office/p1N9aRsH/Hohn_WBull___Linear_and_Non-li.html
http://www.4shared.com/rar/mV_DkMik/Ln_Non-ln_Numer_Anly_Fndtn.html

122 Design Tips in 90 Minutes

 

At the 2010 SEI Structures Congress/NASCC: The Steel Conference in Orlando, Florida, participants selected the presentation they found to be the “Best of the Best” among those offered during the three days of technical sessions. This year’s winner for best presentation was: 122 Design Tips in 90 Minutes, presented by Dr. James Fisher and Michael West of Computerized Structural Design (CSD), a nationally known and respected full service engineering company which maintains its headquarters in Milwaukee, Wisconsin. Dr. Fisher completed his PhD in Structural Engineering with the University of Illinois in 1968; he is a licensed Structural Engineer in several states. Mr. West obtained his Bachelors in Architecture from the University of Illinois in 1971 and an MBA from the University of Wisconsin in 1977. He is a licensed Architect, as well as a licensed Professional Engineer in the state of Wisconsin and maintains licensure in several states.

Dr. Fisher and Mr. West are both principals with CSD and have been active within the structural engineering community providing leadership through various committee memberships within AISC and ASCE, by working as lecturers within various universities and through their active advocacy for the use of structural steel when considering a new building. They noted that educators spend the limited time they have with students teaching fundamentals and theory. Given the work load of an engineering student, there may or may not be an opportunity within the student’s educational experience to work on a project that can provide the opportunity to consider the importance of serviceability when designing a steel structure. Dr. Fisher and Mr. West discussed practical methods to make a project understandable and constructible when design is complete, emphasizing that time is money during the construction of a project and that good planning during the development of a project could save time during its fabrication and erection. They provided a variety of steps to remember along the path of project development, emphasizing practical actions that can be taken to make a structure easier and faster to fabricate and erect, thus saving time during construction and money for their client. Their presentation was based upon the broad experience they have gained through their collective 75 years in the structural engineering profession, and provided a practical discussion of considerations that should be taken to heart when putting together plans for a steel structure. Simple guidance like reading and thoroughly understanding the AISC Code of Standard Practice, maintaining open and clear lines of communication with fabricators, detailers and erectors throughout the development process and ensuring that fabricators, designers and erectors remain in sync are practical steps toward saving time and money on a project. Dr. Fisher noted that the engineer should not forget that their primary job should be to produce complete and well laid out sets of plans, and not to simply do calculations. The production of a proper set of plans can save money and provide clear guidance toward the completion of the project, with a minimum of concerns during construction.

By reiterating simple yet profound guidance that many engineers in the audience could relate to through their own experiences, the authors of 122 Design Tips in 90 Minutes, Dr. James Fisher and Mr. Michael West, were able to connect with their audience and speak to them in a very direct manner, as if across a drafting table or at a building job site rather than a conference room podium. The appreciative audience responded by selecting this paper as the 2010 SEI Structures Congress/NASCC: The Steel Conference Best Presentation.

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Code

122 Design Tips in 90 Minutes
http://www.aisc.org/UploadedContent/2010NASCCSessions/E2/

Moments and Reactions for Rectangular Plates

This report documents two studies that were conducted to review, assess, and provide recommendations regarding the seismic design of bridge foundations. Specifically, the report addresses modeling approaches and parameters that affect the seismic design and response of pile groups and drilled shafts. The report attempts to bridge the interface between the structural and geotechnical design process by describing a two-step design and analysis procedure for these bridge foundation components. Recent research results on pile group effects and the design of pile foundations to resist lateral spreading of liquefiable soils are also reviewed. Recommendations are provided concerning: modifications to p-y curves to account for cyclic loading conditions, pile group effects and soil-pile interaction behavior, and development of p-y curves for the design of drilled shafts. 

Download

Code

Moments and Reactions for Rectangular Plates
http://www.usbr.gov/pmts/hydraulics_lab/pubs/EM/EM27.pdf

Mohr Circles, Stress Paths and Geotechnics

 

The second edition of this well established book has been comprehensively updated in line with recent developments. After presenting the fundamentals of stress and strain, and their graphical representation, the book includes chapters on failure states in soils and rocks, observed and elastic paths, and the use of discontinuities.

New sections include shear bands and small strain behaviour, as well as the use of elastic shear modular stress calculations and discontinuities in plasticity calculations. Expanded coverage is also given to dilitancy of soils and roughness of rock joints.

 

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Code

Mohr Circles, Stress Paths and Geotechnics
http://www.4shared.com/file/2L3A56gT/Mohr_Circles_Stress_Paths_and_.htm
http://www.4shared.com/file/Kj70LZIT/Mohr_Circles_2C_Stress_Paths_a.html

Modification of LRFD Resistance Factors Based on Site Variability

Current practice by the Florida Department of Transportation (FDOT), Federal Highway Administration (FHWA), and American Association of State Highway Transportation Officials (AASHTO) for deep foundation design is to use a constant load and resistance factored design (LRFD) Φ depending on redundancy, but independent of pile/shaft dimension. Unfortunately, soil/rock properties vary from point-to-point (CVq: coefficient of variation) and are typically spatially correlated. Since both the skin friction and end bearing involve spatial averaging of soil/rock properties over the shaft surface, the resulting total shaft resistance variability (CVR) will not share the same point variability (CVq). Moreover, the total shaft variability (CVR) will also vary with different degrees of spatial correlation, typically represented with a covariance function and a correlation length a. This work employs well established geostatistical principles to establish both the covariance function (e.g., variogram) and expected total pile/shaft variability (CVR) using borehole data. Consideration is given to the number of borings, the location of borings relative to each other, and to the design foundation (e.g., if the borings are within the footprint of the design pile/shaft). Since the resulting pile/shaft variability CVR is a function of pile/shaft dimensions, soil/rock variability CVq, and its spatial correlation, the resulting LRFD Φ is not constant for any site. To help the designer, four quadrant iterative design charts are developed for single and group pile/shaft layouts, which consider side and tip resistances, as well as layered systems. To better define the total pile/shaft variability CVR, the practice of load testing is also incorporated into the proposed approach. The work includes multiple design examples and data from existing FDOT bridge sites (e.g., 17th Street, Fuller Warren, and Jewfish Creek bridges). 

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Code

Modification of LRFD Resistance Factors Based on Site Variability
http://www.dot.state.fl.us/research-center/Completed_Proj/Summary_SMO/FDOT_BD545-76_rpt.pdf

Modelling of Soil-Structure Interaction

 

Distributed in the East European countries, China, Northern Korea, Cuba, Vietnam and Mongolia by Academia, Prague, Czechoslovakia This book is based on the efficient subsoil model introduced by the authors in 1977 and applied in the last ten years in the design of foundations. From the designer's point of view, the model considerably reduces the extent of the calculations connected with the numerical analysis of soil-structure interaction. The algorithms presented are geared for use on mini- and personal computers and can be used in any numerical method. A special chapter is devoted to the implementation of the model in the NE-XX finite element program package, illustrated with diagrams, tables and practical examples. Besides presenting the energy definition and general theory of both 2D and 3D model forms, the book also deals with practical problems such as Kirchhoff's and Mindlin's foundation plates, interaction between neighbouring structures, actual values of physical constants of subsoils and natural frequencies and shapes of foundation plates. Today, researchers and engineers can choose from a wide range of soil models, some fairly simple and others very elaborate. 

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Code

Modelling of Soil-Structure Interaction (Developments in Geotechnical Engineering vol. 58)

http://www.2shared.com/file/AX5uvspL/Modelling_of_Soil-Structure_In.html

Modeling Soil Liquefaction Hazards for Performance-Based Earthquake Engineering

 

The performance of structures such as buildings and bridges during earthquakes is strongly
influenced by the performance of the soils that support them. Local soil conditions can influence structural performance in two primary ways by influencing the ground motions that excite the structure and by imposing additional deformations on the structure through ground failure. The first widespread observations of damage attributed to liquefaction were made in the 1964 Niigata, Japan, and 1964 Alaska earthquakes. In numerous earthquakes since, liquefaction has been deemed responsible for significant damage to buildings and bridges. Liquefaction has been studied extensively over the past 35 years, and substantial advances have been made in understanding the development and effects of this phenomenon. These advances have led to a series of practical procedures for evaluating the potential for occurrence and for estimating its effects. These procedures, however, are almost entirely empirical in nature and, as such, are difficult to apply to the problem of performance prediction for individual structures. The Pacific Earthquake Engineering Research (PEER) Center is committed to the development of methods and procedures for performance-based earthquake engineering (PBEE). The use of PBEE requires the ability to predict a nearly continuous spectrum of performance states for individual structures. This requirement implies the need for tools and procedures for evaluation of the entire process of liquefaction, from initiation to effects. Recent advances in the understanding of liquefaction-related phenomena offer the promise of improved analytical predictions of the initiation and effects of soil liquefaction.

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Code

Modeling Soil Liquefaction Hazards for Performance-Based Earthquake Engineering
http://peer.berkeley.edu/publications/peer_reports/reports_2001/0113.pdf

Modeling of Pile Footings and Drilled Shafts for Seismic Design

This report documents two studies that were conducted to review, assess, and provide recommendations regarding the seismic design of bridge foundations. Specifically, the report addresses modeling approaches and parameters that affect the seismic design and response of pile groups and drilled shafts. The report attempts to bridge the interface between the structural and geotechnical design process by describing a two-step design and analysis procedure for these bridge foundation components. Recent research results on pile group effects and the design of pile foundations to resist lateral spreading of liquefiable soils are also reviewed. Recommendations are provided concerning: modifications to p-y curves to account for cyclic loading conditions, pile group effects and soil-pile interaction behavior, and development of p-y curves for the design of drilled shafts. 

Download

Code

Modeling of Pile Footings and Drilled Shafts for Seismic Design
http://ntl.bts.gov/lib/22000/22000/22044/PB99157257.pdf

Modeling of Pile Footings and Drilled Shafts for Seismic Design

This report documents two studies that were conducted to review, assess, and provide recommendations regarding the seismic design of bridge foundations. Specifically, the report addresses modeling approaches and parameters that affect the seismic design and response of pile groups and drilled shafts. The report attempts to bridge the interface between the structural and geotechnical design process by describing a two-step design and analysis procedure for these bridge foundation components. Recent research results on pile group effects and the design of pile foundations to resist lateral spreading of liquefiable soils are also reviewed. Recommendations are provided concerning: modifications to p-y curves to account for cyclic loading conditions, pile group effects and soil-pile interaction behavior, and development of p-y curves for the design of drilled shafts. 

Download

Code

Modeling of Pile Footings and Drilled Shafts for Seismic Design
http://ntl.bts.gov/lib/22000/22000/22044/PB99157257.pdf

CCNA Intro: Introduction To Cisco Networking Technologies Study

Details of Book: CCNA Intro: Introduction To Cisco Networking Technologies Study Guide, Exam 640-821 
Book: CCNA Intro: Introduction To Cisco Networking Technologies Study Guide, Exam 640-821 
Author: Todd Lammle 
ISBN: 812651020X 
ISBN-13: 9788126510207, 978-8126510207 
Publishing Date: November  2006 
Publisher: Wiley India Pvt Ltd 
Edition: 01

Download Links:

http://ifile.it/iprumn/__CCNA_INTRO__Introduction_to_Cisco_Networking_Technologies_Study_Guide__Exam_640_821.l_31x37n0n6xo9x98.pdf

http://megaupload.com/?d=IBFJLSPM

password: ebooksclub.org

 
http://fileserve.com/file/JJQa2yW

password: ebooksclub.org

 
http://mediafire.com/?dooxaytzzmt7am1
password: ebooksclub.org

CCNA: Cisco Certified Network Associate Study Guide

Details of Book: CCNA: Cisco Certified Network Associate Study Guide, (640-801)

Book: CCNA: Cisco Certified Network Associate Study Guide, (640-801) 

Author: Todd Lammle
ISBN / ASIN: 0782143911
EAN: 9780782143911
Publisher: Sybex
Publication Date: 2005-02-11

Download Links:

http://ifile.it/wbil1o/__CCNA__Cisco_Certified_Network_Associate_Study_Guide__5th_Edition__640_801_.l_31x37n0n6xo9x98.pdf

http://megaupload.com/?d=52B0Z2QN

password: ebooksclub.org

http://mediafire.com/?z686lwh5z64bf66
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Prolog : Programming For Aritificial Intelligence

Details of Book: Prolog : Programming For Aritificial Intelligence
Book: Prolog : Programming For Aritificial Intelligence
Author: Ivan Bratko 
ISBN: 813171134X 
ISBN-13: 9788131711347, 978-8131711347 
Publishing Date: 2001 
Publisher: Pearson 
Edition: 3rd

Download Links:

http://ifile.it/od9fbn/__Prolog_Programming_for_Artificial_Intelligence__3rd_Edition.l_31x37n0n6xo9x9o.pdf
http://www66.zippyshare.com/v/23504599/file.html

http://megaupload.com/?d=I250E4ZF

password: ebooksclub.org

 
http://mediafire.com/?p3hbfcrqi1ec2rk
password: ebooksclub.org

Programming In Prolog

Details of Book: Programming In Prolog

Book: Programming In Prolog
Author: William F. Clocksin, Christopher S. Mellish
ISBN: 8181282507
ISBN-13: 9788181282507, 978-8181282507
Publishing Date: 2004
Publisher: Springer (sie)

Download Links:

http://ifile.it/6uvzf2/__Programming_in_Prolog.l_31x37n0n6xo9x9o.pdf

http://megaupload.com/?d=8AABYLN6

password: ebooksclub.org

http://fileserve.com/file/9w9mxsB

password: ebooksclub.org

http://mediafire.com/?480tdl71aeat045
password: ebooksclub.org

The Data Compression Book

Details of Book: The Data Compression Book
Book: The Data Compression Book
Author: Mark Nelson
ISBN: 1558514341
Publisher: M&T Books
Publication Date: Apr 1995
Edition: 2nd Edition 

Download Links:

http://ifile.it/368gbf/__The_Data_Compression_Book.l_1zx37n0n6x6zxo1.chm

http://megaupload.com/?d=K60D7TJK

password: library.nu

http://fileserve.com/file/NV4ccF5

password: library.nu

http://mediafire.com/?nqd93322l2r5ud8
password: library.nu

Introduction to Data Compression

Details of Book: Introduction to Data Compression

Book: Introduction to Data Compression
Author: Khalid Sayood

ISBN: 012620862X
ISBN-13: 9780126208627
Publisher: Morgan Kaufmann
Publication Date: 2005-12-01
Edition: 3rd ed

Download Links:

http://ifile.it/p241n0/__Introduction_to_Data_Compression__Third_Edition__Morgan_Kaufmann_Series_in_Multimedia_Information_and_Systems_.l_1zx37n0n6x6zxo7.djvu
http://www.4shared.com/document/uVtFfgUE/Khalid_Sayood_-_Introduction_t.html?aff=7637829
http://d01.megashares.com/?d01=pHeWhzC

http://megaupload.com/?d=BXDZU9GO
password: ebooksclub.org