Sustainability Issues for the Deep Foundations (eBook)

Proceedings of the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 – The Official International Congress of the Soil-Structure Interaction Group in Egypt (SSIGE)

Hesham El-Naggar, Khalid Abdel-Rahman, Bengt Fellenius, Hany Shehata (Herausgeber)

eBook Download: PDF

2018 | 1st ed. 2019
XIII, 286 Seiten
Springer International Publishing (Verlag)
978-3-030-01902-0 (ISBN)

Infos

This volume presents some advances in the analysis and design of deep foundations. It contains 21 technical papers covering various aspects of analysis and design of deep foundations based on full-scale field testing, numerical modeling and analytical solutions. They present 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, evaluation of the bearing capacity and settlement of piles from cone penetration tests, etc. The volume is based on the best contributions to the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 - The official international congress of the Soil-Structure Interaction Group in Egypt (SSIGE).

M. Hesham El Naggar, Licensed Professional Engineer, Province of Ontario (P.Eng.), Engineers Nova Scotia, Association of Professional Engineers and Geoscientists of British Columbia, Member of Engineers Syndicate, Egypt.

HONOURS & AWARDS

Geosynthetics Award, Canadian Geotechnical Society (2016)

Engineering Medal:  Research and Development, OPSE and PEO (2015) Click here for pictures

Fellow of American Society for Civil Engineers (2014)

Fellow of Engineering Institute of Canada (2012)

Engineering Prize for Achievement in Research, Faculty of Engineering, Western Engineering (2010)

A.G. Stermac Award, Canadian Geotechnical Society (2007)

Certificate of Appreciation, Canadian Geotechnical Society (2007)

Faculty Scholar Award, University of Western Ontario (2006-2008)

G.G. Meyerhof Award, Canadian Geotechnical Society (2002)

Colloquium Speaker, Canadian Geotechnical Conference (2002)

Faculty of Engineering Science Prize for Outstanding Teaching, Western (2000-2001)

Outstanding Teaching Assistant Award recipient, Civil Engineering Department, Western (1992-1993)

Special University Scholarship, Western (1990-1993)

Ontario Fees Bursary, Western (1990-1993)

Alexandria University Scholarship for Outstanding Undergraduates (1977-1982)

Alexandria University MSc Award (1989)

PROFESSIONAL REGISTRATION

Licensed Professional Engineer, Province of Ontario (P.Eng.)

Engineers Nova Scotia

Association of Professional Engineers and Geoscientists of British Columbia

Member of Engineers Syndicate, Egypt

SCIENTIFIC AND PROFESSIONAL SOCIETIES MEMBERSHIP

Canadian Geotechnical Society (CGS)

Canadian Society for Civil Engineers (CSCE)

American Society for Civil Engineers (ASCE)

Dr. Abdel-Rahman got his Bachelor degree from Faculty of Civil Engineering - 'Ain-Shams University' - Cairo - EGYPT in 1986. Afterwards he went to Germany at 'University of Hannover', where he got a master degree with 'Distinction' in 'Geotechnique and Infrastructure Engineering' . His PhD study under the excellent supervision of 'Prof. Achim Hettler' at University of Dortmund - Germany was completed in 1999 with innovative results related to the 'Numerical Investigation of Scale Effect by Earth Pressure Problems'. After getting his Ph.D., he joined the team at Institute for Geotechnical Engineering at 'Leibniz University of Hannover' as Senior Lecturer then he was nominated by the head of the department 'Prof. Martin Achmus' to be his 'Oberingenieur'-'Deputy Head'.

 During his academic career, he published with the team in his department 'Institute for Geotechnical Engineering (IGtH) more than 60 publications mainly in the Numerical Modeling of Foundations Systems for Wind Energy Plants (Onshore & Offshore) and supervised more that 80 Bachelor and Master theses.

Different conference publications have been awarded 'Best Conference Paper Award' e.g. 'K. Abdel-Rahman & M. Achmus ' Behaviour of Monopile and Suction Bucket Foundation Systems for Offshore Wind Energy Plants' in 2006. Last but not least, winning in 2016 'Outstanding Paper Award' from the international journal 'Computers and Geotechnics' for a paper with 'Prof. Martin Achmus' et al. titled 'Behaviour of Monopile Foundations under Cyclic Lateral Loading'. 

Dr. Bengt H. Fellenius is a professional engineer specializing in foundation design and studies by participation in project teams, special investigations, instrumented field tests, etc. Services are also provided in regard to construction problems, claims, and litigation in collaboration with Consultants and Contractors, as well as Owners. Dr. Fellenius, Professor of Civil Engineering at the University of Ottawa from 1979 through 1998, is an internationally recognized authority in the field of soil mechanics and foundation engineering, and, in particular, in deep foundations. He has gained a wealth of practical experience during more than 50 years of work at home and overseas through a variety of assignments that encompass foundation, embankment, and soil improvement design for water and sewage treatment plants, industrial plants, as well as bridges, highway, and airport projects, and marine structures and urban area development projects; some of which he has written up in 300+ technical journal and conference papers, articles, books, and book chapters. Copies of many of the papers are available for downloading from Dr. Fellenius' web site: [www.Fellenius.net] Dr. Fellenius moved from his native Sweden to Canada in 1972 where he worked on foundation investigations and design and construction projects in North America and overseas. In 1973, he was one of the first to apply geotextile soil separation sheets to stabilize roadbeds and construction surfaces, investigating conventional carpet underlay (Celanese) for this purpose. He was active in promoting to the US market the splicing of prestressed concrete piles by means of mechanical full-strength splices, and he introduced to Canada and the USA ground improvement applications of lime column method for reducing soil compressibility and wick drains (the Geodrain and Alidrain) for accelerating consolidation and stabilizing landslides. He was one of the earliest (1977) to research and use dynamic testing and the Pile Driving Analyzer in actual project design and construction. In 1984 he introduced the Janbu method of determining soil compressibility and analysis of settlement. He has also had a fundamental part of the development of commercial software for analysis of settlement from loads on natural soils and soils subjected to soil improvement methods, design of piled foundations, and other software. In 1984, he published the design and analysis method for foundation design known as the 'Unified Method of Design for Capacity, Drag Force, Settlement, and Downdrag'. Dr. Fellenius is and has been an active participant in many national and international professional societies and research associations and in Canadian and US Codes and Standards Development. For example, Member of the subcommittee for the American Society for Testing and Materials D-4945 Standard for High-Strain Dynamic Testing of Piles; Chairman of the Canadian Geotechnical Society, CGS, Technical Committee on Foundations writing the 1985 Canadian Foundation Engineering Manual; Member of the Ministry of Transportation Committee for the Development of the 1983 and 1992 Ontario Bridge Design Code; Author of three Public Works Canada publications: Marine Division Master Specifications for Piling, Pile Design Guidelines, and Hammer Selection Guide; Past Overseas Correspondent Member to the Geotechnical Engineering Advisory Panel of the Institution of Civil Engineers, ICE (London); and Past Member of Editorial Board for the ASCE Geotechnical Engineering Journal. Dr. Fellenius has given lectures and courses to several universities and been invited lecturer at international conferences throughout Europe, the Americas, and South-east Asia.

Hany Farouk Shehata :Shehata is the founder and CEO of the Soil-Structure Interaction Group in Egypt 'SSIGE.' He is a partner and vice-president of EHE-Consulting Group in the Middle East, and managing editor of the 'Innovative Infrastructure Solutions' journal, published by Springer. He worked in the field of civil engineering early, while studying, with Bechtel Egypt Contracting & PM Company, LLC. His professional experience includes working in culverts, small tunnels, pipe installation, earth reinforcement, soil stabilization, and small bridges. He also has been involved in teaching, research, and consulting. His areas of specialization include static and dynamic soil-structure interactions involving buildings, roads, water structures, retaining walls, earth reinforcement, and bridges, as well as, different disciplines of project management and contract administration. He is the author of an Arabic practical book titled 'Practical Solutions for Different Geotechnical Works: The Practical Engineers' Guidelines.' He is currently working on a new book titled 'Soil-Foundation-Superstructure Interaction: Structural Integration'. He is the contributor of more than 50 publications in national and international conferences and journals. He served as a co-chair of the GeoChina 2016 International Conference in Shandong, China. He serves also as a co-chair and secretary general of the GeoMEast 2017 International Conference in Sharm El-Sheikh, Egypt. 2016 Outstanding reviewer of the ASCE as selected by the Editorial Board of International Journal of Geomechanics.

Inhalt

1.Earth pressure distribution on rigid pipes overlain by tda inclusion.- 2.Dynamic nonlinear horizontal resistance of pile group considering soil types and pile-soil contact conditions.- 3.Response of four pile group subjected to eccentric loading.- 4.Negative skin friction distribution on a single pile - numerical analysis.- 5.The proposed use of generalized regression neural network to predict the entire static load test.- 6.Case study: micropiles as integral part of an alternative slope stabilization system.- 7.Experimental study on the behavior of pile and soil at the frost condition.- 8.Analysis of driven pile bearing capacity results by static and dynamic load tests.- 9.Bearing capacity of an incompletely end-supported pile based on rigid plastic finite element method (rpfem).- 10.Influence of cap rigidity on the performance of piled-cap foundation.- 11.Geotechnical issues of testing piles on construction site of astana.- 12.An appraisal of pile capacity interpretation methods using model piles.- 13.Being behaviors and reasonable rock-socketed depth of bridge pile foundation in karst areas.- 14.Analytical approaches to predict pile settlement in london clay.- 15.Energy formulation for axial pile head stiffness in inhomogeneous soil.- 16.Indirect in-situ tests during the execution of deep foundations: relating the excavation energies to the young moduli of the surrounding soils.- 17.Vibration wave displacement introduced for driving steel pipe and h-piles.- 18.Development of negative skin friction and dragloads on piles and pile groups in soft clay.- 19.Shaft resistance of displacement piles in overconsolidated cohesionless soils.- 20.Influence of exposure temperature on shaft capacity of steel piles in ice-poor and ice-rich frozen soils.- 21.Effect of scour depth on ultimate capacity and settlement of piled foundation.

Produkt-Details

• Erscheint lt. Verlag: 29.10.2018
• Reihe/Serie: Sustainable Civil Infrastructures
• Reihe/Serie: Sustainable Civil Infrastructures
• Zusatzinfo: XIII, 286 p. 231 illus., 169 illus. in color.
• Verlagsort: Cham
• Sprache: englisch
• Themenwelt: Naturwissenschaften ► Geowissenschaften
• Themenwelt: Technik ► Bauwesen
• Schlagworte: Axial pile capacity • Lateral pile capacity • Numerical analysis • Pile group • Pile setup • Raft foundation • Soil-Structure Interaction
• ISBN-10: 3-030-01902-0 / 3030019020
• ISBN-13: 978-3-030-01902-0 / 9783030019020