John Jaeger Had a Most Distinguished at Rhodes University, South Africa, Where Appreciated by a Wide Circle of Friends

Total Page:16

File Type:pdf, Size:1020Kb

John Jaeger Had a Most Distinguished at Rhodes University, South Africa, Where Appreciated by a Wide Circle of Friends 616 Nature Vol. 281 18 October 1979 with acknowledged experts on equal terms. advances in our understanding of the microwave absorption in ferrites, when he An excellent pianist, he was devoted to origin and history of the earth. His joined the Department of Natural music and composed about 30 piano recognition of the importance of inter­ Philosophy at Glasgow and for which he sonatas. It was in accord with his character disciplinary fields, together with his ability received his PhD in 1947. An interest in that he was especially attracted by the work to attract staff and students, were major scintillation counters led him into the field of composers who, like Schubert, took a factors in establishment of the high of scintillators and the photophysics of theme and followed it through many reputation of the department, both organic molecules which became his main variations. nationally and internationally, in a scientific interest. Peter Caldwell's exceptionally gentle relatively short period. In 1951 he became professor of physics and kind personality made him much John Jaeger had a most distinguished at Rhodes University, South Africa, where appreciated by a wide circle of friends. career as mathematician, physicist and he quickly established an active research When relaxed he was most entertaining geophysicist. His scientific contributions group. However, his dislike of the develop­ company and he was always helpful in the covered an extraordinarily diverse range of ing racial policies made him return to lives and work of his colleagues and interests, including theoretical physics, Britain in 1954 as diretor of research at students. He will be widely missed and our radiophysics, ionospheric and solar British Dielectric Research. In 1957 he deepest sympathy goes to Mrs physics and meteorology, but the main moved to Manchester to resume his work P.A. Caldwell and their children Helen, emphasis of his research was in the appli­ on photophysics and in a few years had Margaret, Philip, Anne and Thomas. cation of mathematical techniques to a built up a large and thriving research group E.J. Denton wide variety of theoretical and practical which later, with his encouragement, diver­ problems, especially the conduction of sified into electron scattering, lasers, heat. On establishing the Department of microwave spectroscopy, vacuum ultra­ Geophysics in the Australian National violet spectroscopy and latterly, polymer John Jaeger University he embarked upon vigorous physics. PROFESSOR JOHN CONRAD JAEGER, experimental programmes concerned with An empiricist, he was probably most Emeritus Professor of Geophysics in the heat flow in the Australian continent, and gifted in correlating the mass of data in the Australian National University, died on 15 the behaviour of rocks under stress (rock field and extracting the essence. He had a May 1979 after a long illness, at the age of mechanics). John Jaeger was a man of good physical insight and made substantial 71. great scholastic achievement; he published contributions to his subject. A prolific and Born in Sydney on 30 July 1907, he was more than 130 articles in the scientific fluent writer he published some 180 papers, educated at the Church of England literature, and was author or coauthor of edited the proceedings of many con­ Grammar School, Sydney, and at the six books in applied mathematics and rock ferences, e.g. the Rutherford Jubilee University of Sydney from which he mechanics, which are regarded as standard International Conference 1961, and the graduated Bachelor of Science in 1928 works in their fields. His book (with series Progress in Dielectrics. He is with first class honours and university Carslaw) The Conduction ofHeat in Solids probably best known for his books medals in mathematics and physics. In that is widely accepted as a classic in this area. Scintillation Counters (1953), Theory and year he went to Cambridge University In recognition of his achievements, Practice of Scintillation Counting (1964), where he received first class honours in the Jaeger, in 1954, was elected a Fellow of the Photophysics of Organic Molecules (1970) Mathematical Tripos. Following five years Australian Academy of Science, of which and the two volumes of Organic Molecular of research at Cambridge in theoretical body he was Vice-President in 1958-1959, Photophysics (1974). Several monographs physics, he joined the University of and in 1970 he was elected Fellow of the on scintillation counting were widely Tasmania in 1936 as Lecturer in Royal Society (London). He was also distributed by several companies in the Mathematics, subsequently becoming Doctor of Science (honoris causa) of the field. He was a consultant to many Professor of Applied Mathematics in that University of Tasmania. In 1971, he was companies and national laboratories, in University. ln 1942 he was awarded the awarded the Rankine Lecture by the demand as a seminar speaker and a great degree of Doctor of Science in the Institution of Civil Engineers (London). attender of conferences where he met his University of Sydney. John Jaeger was a big man, both physi­ many friends who will now sadly miss his Shortly after the founding of the cally and mentally. He was a man of great stimulating presence. An enthusiast for his Australian National University, John humanity but basically very shy. He never subject he was on occasions guilty of going Jaeger was invited to accept a Chair and to sought the limelight and was extremely a bit over the top but his friends would set up a Department in the Research School modest about his own achievements. He set readily forgive him. of Physical Sciences. He took up his high standards for himself and expected John Birks was a man of wide culture appointment as Professor and Head of the staff and students alike to strive for and liberal humanistic views, and was Department of Geophysics in 1952, and excellence. His influence in many fields, always prepared to defend what he thought remained in that post until his retirement in including the earth sciences, in Australia was right and to support his friends. Never 1972. Under his direction, the Department and indeed in the world, has been an establishment man he clashed with of Geophysics developed rapidly into one profound. He will be sorely missed. authority on several occasions which of the leading research groups of its kind in Ian McDougall possibly affected his career. A most the world. In 1965, it became the efficient and capable administrator, and an Department of Geophysics and excellent teacher and researcher he had Geochemistry and more recently (1973), much to offer. was reconstituted to form the Research He was a generous host who entertained School of Earth Sciences, at least in part in J.B. Birks well and was particularly kind to his recognition of the high international repu­ DR JOHN B. BIRKS, reader in physics at students, many of whom came from tation that the department established Manchester University died suddenly on 1 overseas. He made them feel very much at under John Jaeger's leadership. March 1979, a few months after the death home, and now, spread around the world, The direction of development of the of his wife Margaret in a car accident. He they will be saddened by his death. deparment was largely based upon his leaves a son and daughter. The loss of his wife was a great blow. strongly held belief that the application of He was born on 6 March 1920. After They will both be greatly missed by his son the basic sciences of mathematics, physics graduation from Oxford in 1940 he joined and daughter and their families. I am glad and chemistry, in concert with more the Telecommunications Research Estab­ that for 28 years I knew him both as friend conventional geological methods, to the lishment for the duration of the war. His and colleague. study of the earth, would result in major work there on radar led to his work on Scott Hamilton © 1979 Nature Publishing Group.
Recommended publications
  • Engineering Geology and Seismology for Public Schools and Hospitals in California
    The Resources Agency California Geological Survey Michael Chrisman, Secretary for Resources Dr. John G. Parrish, State Geologist Engineering Geology and Seismology for Public Schools and Hospitals in California to accompany California Geological Survey Note 48 Checklist by Robert H. Sydnor, Senior Engineering Geologist California Geological Survey www.conservation.ca.gov/cgs July 1, 2005 316 pages Engineering Geology and Seismology performance–based analysis, diligent subsurface for Public Schools and Hospitals sampling, careful reading of the extensive geologic in California literature, thorough knowledge of the California Building Code, combined with competent professional geological work. by Robert H. Sydnor Engineering geology aspects of hospital and public California Geological Survey school sites include: regional geology, regional fault July 1, 2005 316 pages maps, site-specific geologic mapping, geologic cross- sections, active faulting, official zones of investigation Abstract for liquefaction and landslides, geotechnical laboratory The 446+ hospitals, 1,400+ skilled nursing facilities testing of samples, expansive soils, soluble sulfate ±9,221 public schools, and 109 community college evaluation for Type II or V Portland-cement selection, campuses in California are regulated under California and flooding. Code of Regulations, Title 24, California Building Code. Seismology aspects include: evaluation of historic These facilities are plan–checked by senior–level seismicity, probabilistic seismic hazard analysis of Registered Structural Engineers within the Office of earthquake ground–motion, use of proper code terms Statewide Health Planning and Development (OSHPD) (Upper–Bound Earthquake ground–motion and Design– for hospitals and skilled nursing facilities, and the Basis ground–motion), classification of the geologic Division of the State Architect (DSA) for public schools, subgrade by shear–wave velocity to select the correct community colleges, and essential services buildings.
    [Show full text]
  • ISSMGE Bulletin
    ISSMGE Bulletin Volume 7, Issue 6 December 2013 International Society for Soil Mechanics and Geotechnical Engineering If the quality of the distributed file is not satisfactory for you, please access ISSMGE website and download a better one. www.issmge.org I NSIDE T HIS I SSUE 1 R Frank President Message 4 Report ICSMGE Paris 9 Report on iYGEC MESSAGE FROM THE NEW ISSMGE PRESIDENT 12 Nash Medal 14 Foundation Report 42 DVD for the Special Issue Prof. Dr.-Ing. Roger Frank 44 Hungarian Society Books 46 Transportation Journal Dear Members of ISSMGE, NEWS ON RECENT Dear Colleagues, CONFERENCES 47 5th KGS-JGS It is a great honour and privilege 48 Geosynthetic Belogna for me to have been elected by the 52 Chinese Taipei Member Societies of ISSMGE as your 59 Auckland President for the 4-year term from 61 ISAFE Singapore 2013 to 2017. The election took place during the Council meeting, UPCOMING CONFERENCES just before the opening of the 18th 66 Offshore Geotech ISFOG International Conference on Soils 67 Poppi Course Mechanics and Geotechnical OTHERS Engineering (18 ICSMGE) in Paris, 2- 68 Briaud Book 6 September 2013. 69 Event Diary 76 Corporate Associates Before updating you with the 80 Foundation Donors various matters which might be of 82 ISSMGE’s International interest to you, I would like to acknowledge the great work and achievements of Journal of Geoengineering my two predecessors, President Pedro Sêco e Pinto and President Jean-Louis Case Histories Briaud. I was a member of the Board during their two mandates and it was a real pleasure to work under their leadership, with the efficient assistance of our TECHNICAL ARTICLE Secretary General Neil Taylor.
    [Show full text]
  • Downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE)
    INTERNATIONAL SOCIETY FOR SOIL MECHANICS AND GEOTECHNICAL ENGINEERING This paper was downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). The library is available here: https://www.issmge.org/publications/online-library This is an open-access database that archives thousands of papers published under the Auspices of the ISSMGE and maintained by the Innovation and Development Committee of ISSMGE. Modelling and testing Modélisation et expérimentation David Muir Wood School of Science, Engineering, University of Dundee, United Kingdom, [email protected] ABSTRACT: All soil testing is performed in the context of an implicitly or explicitly assumed (constitutive) model for the soil. The interface between modelling and testing is challenged by deficiencies of the testing and by deficiencies of the model. Many testing configurations lead to inadvertent or inevitable inhomogeneity, so that a soil samples behaves as a system and not a single element. But models are appropriate simplifications of reality and are inevitably deficient. The more severe the deficiency the harder it becomes to calibrate the model against experimental data. Even for more elaborate models, the conjectures on which they are based are rarely subjected to testing regimes which deliberately set out to refute those conjectures. No matter how extensive our testing of a model against laboratory data, a subsequent application will certainly take it into an unknown region in which it is to be hoped that no unintended instabilities will appear. RÉSUMÉ : Tous les essais de mécanique de sols sont effectués dans un contexte d’existence d'un modèle du sol implicitement ou explicitement supposé.
    [Show full text]
  • XIX. Széchy Károly Memorial Lecture
    XIX. Széchy Károly Memorial Lecture INTERACTION BETWEEN STRUCTURAL AND GEOTECHNICAL ENGINEERS John Burland Imperial College London The booklet is published by Hungarian National Committee of the International Committee on Soil Mechanics and Geotechnical Engineering (ISSMGE) (Hungarian Association of Geotechnics) 1111 Budapest, Műegyetem rkp. 3. Kmf 10. March of 2013 Edited by : József Mecsi Responsible for publication: Dr. Mecsi József Press: Kontraszt Plusz Kft, Pécs Issued in 100 copies The authors of the articles are entitled to full copyright Participants ont the Memorial Lecture CONTENT Evening meeting –IstructE/ICE annual joint meeting held on 26 April 2006 at ICE, One Great George Street, London SW1’ Interaction between structural and geotechnical engineers Based on a paper published in The Structural Engineer 18 April 2006 John Burland 4-28 Interaction between structural and geotechnical engineers John Burland presentation on the XIX. Széchy Károly Memorial Lecture Synopsis 29 Curriculum vitae of Professor John Burland 29 Interview. Questioner: József Mecsi, Respondent: John Burland First published in „Mérnökújság February 2013.” 30-31 John Burland presentation on the XIX. Széchy Károly Memorial Lecture Budapest, 15th March 2013 Great Hall of the Hungarian Academy of Sciences (Budapest V. Széchényi square 9., II. floor) 32-52 Personal reflections on the teaching of soil mechanics J.B.Burland First published in 53-72 Interaction between structural and geotechnical engineers John Burland, CBE DSc(Eng), FREng, FRS, FIStructE, FICE, FCGI Synopsis There are many situations for which interaction between structure and ground has to be considered. This involves important interactions between specialist structural and geotechnical engineers. During his career the author has encountered profound differences in approach between structural and geotechnical engineers often leading to a lack of understanding and difficulties in communication.
    [Show full text]
  • International Society for Soil Mechanics and Geotechnical Engineering
    INTERNATIONAL SOCIETY FOR SOIL MECHANICS AND GEOTECHNICAL ENGINEERING This paper was downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). The library is available here: https://www.issmge.org/publications/online-library This is an open-access database that archives thousands of papers published under the Auspices of the ISSMGE and maintained by the Innovation and Development Committee of ISSMGE. Organization of the conference Organisation du congres OFIGANIZING COMMITTEE / COMITE D'ORGANISATION H.Bolton Seed Chairman/ President R.T.Lawson Wce-Chairman for Organization /Woe-President pour l'Organisation J.K.Mitchell Woe-Chairman tor Program/ Woe-President pour le Programme C.Ries & PTTringale Secretaries / Secretaires Elizabeth Yee Manager/ Administrateur TASK COMMITTEES / COMITES SPECIFIOUES R.B. Peck Program Committee / Comité de Programme WFMarcuson, lll Conference Proceedings Committee/ Comité des Comptes Rendus du Congres J.M.Duncan Bulletins Committee/ Comité des Bulletins G.M.Reynolds Finance Committee/ Comité des Hnances B.B.Gordon Committee on Exhibits/ Comité des Expositions R.Lundgren Home Hospitality Committee / Comité d'Accueil a Domicile VlLEnkeboll Simultaneous Translation Committee/ Comité de Traduction Simultanée R.M.Pyke Post-Conference Tours Committee/ Comité des Excursions suivant le Congres J.Lysmer, TL.Brekke Banquet Committee / Comité de Banquet N.Sitar Program Support Committee/ Comite de Support du Programme R.D.Darragh Reception Committee / Comité
    [Show full text]
  • Historical Background and Evolution of Soil Mechanics
    Philotheos Lokkas, Ioannis Chouliaras, WSEAS TRANSACTIONS on ADVANCES in ENGINEERING EDUCATION Theodoros Chrisanidis, Dimitrios Christodoulou, DOI: 10.37394/232010.2021.18.10 Emmanouil Papadimitriou, Evangelos Paschalis Historical background and evolution of Soil Mechanics PHILOTHEOS LOKKAS1, IOANNIS CHOULIARAS2, THEODOROS CHRISANIDIS3, DIMITRIOS CHRISTODOULOU4, EMMANOUIL PAPADIMITRIOU5, EVANGELOS PASCHALIS6 1Emeritus Professor, University of Thessaly, Greece 2Profeessor, General Department of Larissa, University of Thessaly, Greece 3PhD Civil Engineer, Post-Doctoral Researcher (Dr., MSc DIC) 4Environmeral Department of Larissa, University of Thessaly, Greece 5 Civil Engineering T.E, University of Thessaly 6Msc Civil Engineer T.E Abstract: - The behavior of soil either as a building material or as a load receiver is particularly important and presents a paramount significance in both infrastructure and building construction. Geotechnical engineering has shown a rapid development over the last fifty years and holds a prominent position in all scientific fields of engineers. This paper mainly aims at the historical background along with the progress made on Soil Engineering as an important branch of Surveyors, Civil and Mining Engineers, where, through an important citation of technical works and constructions over time, may be considered as a significant tool for teaching and education of students. Key-Words: - Foundation, Infrastructure, Geotechnical Education, Soil mechanics, Mining Engineering Received: July 1, 2021. Revised: July 28, 2021. Accepted: July 30, 2021. Published: August 4, 2021. 1 Introduction is a product of laboratory and field tests and Soil Mechanics is an application of the statutory laws geotechnical exploration in general. The test results of engineering and hydraulics to soil material. The are useful to understand the behavior and properties soil, compared to many other materials studied in of the soil with a view to their final incorporation into engineering, such as concrete, steel, wood has two the design process.
    [Show full text]
  • Reflections on Victor De Mello, Friend, Engineer and Philosopher
    Reflections on Victor de Mello, Friend, Engineer and Philosopher John B. Burland Abstract. The author first met Victor de Mello in 1975 at the 6th African Regional Soil Mechanics Conference in Durban, South Africa. For over 30 years he has retained a close personal friendship with this remarkable man and his family. The First Victor de Mello Lecture illuminates something of him as a person, an engineer and a philosopher. It describes his upbringing and schooling in India, his university education at MIT and some highlights of his professional career as an international civil engineer specialising in dams and geotechnics. The key messages from some of his major lectures are presented and discussed. Engineers of all disciplines have much to learn from this brilliant, inspiring and cultured man. Above all we can learn from his insistence that we are human beings first, engineers second and specialists third - the order being very important. Keywords: Victor de Mello, geotechnics, engineer, philosopher. 1. Introduction day we entered the Kruger National Game Park and were thrilled by the wide variety of birds and game that we saw Words cannot adequately express how privileged I including hippopotamus and elephant. The evening was feel to have been invited to deliver this first lecture in hon- warm and we had a braaivleis (barbecue) under a clear sky, our of Victor de Mello. But a huge responsibility rests on heavy with the stars of the southern hemisphere and sere- my shoulders for I have no doubt at all that the Victor de naded by the croaking of frogs and the chirping of crickets.
    [Show full text]
  • 52Nd Rankine Lecture: Performance Based Design in Geotechnical
    Blog Situs Teknik Bahasan dan Diskusi Ilmu Teknik http://blog.situsteknik.com 52nd Rankine Lecture: Performance Based Design in Geotechnical Engineering oleh HW Rankine Lecture yang diselenggarakan setiap tahun oleh British Geotechnical Association (BGA) dan Institution of Civil Engineers (ICE) adalah kuliah yang selalu di tunggu-tunggu oleh para geotechnical engineers baik itu dari kalangan akademisi maupun praktisi. Umumnya, Rankine Lecture disampaikan oleh seorang Professor atau praktisi dari sebuah universitas atau lembaga/perusahaan yang hasil risetnya memberikan kontribusi secara signifikan dalam perkembangan ilmu geoteknik. Kuliah ini dipandang sebagai salah satu kuliah yang sangat bergengsi di bidang geoteknik. Mungkin bisa disamakan dengan anugerah Nobel Laureate prize atau Pulitzer prize. Isi dari kuliahnya tergantung dari keahlian pembicaranya, seputar perkembangan riset dan praktik geoteknik saat ini dan juga state-of-the-art dari topik-topik spesifik yang disampaikan. Rankine Lecture pertama diberikan oleh Prof. Arthur Casagrande pada tahun 1961 dengan topik Control of seepage through foundations and abutments of dams. Banyak tokoh-tokoh terkenal geoteknik telah memberikan kuliah ini. Daftarnya dapat dilihat disini http://en.wikipedia.org/wiki/Rankine_Lecture. Kuliah yang diberikan secara lisan lalu dipublikasikan di jurnal Geotechnique beberapa bulan kemudian. Sejarah Rankine LectureNama Rankine Lecture berasal dari seorang profesor British yang memberikan kontribusi signifikan dalam perkembangan ilmu mekanika tanah pada abad ke-19. Prof. W.J.M. Rankine (1820-1872) adalah professor teknik sipil di University of Glasgow, yang dikatakan sebagai seorang insinyur pertama dari British yang memberikan kontribusi signifikan di bidang Mekanika Tanah. Prof. Rankine dikenal melalui teori tegangan lateral tanah pada dinding penahan tanah. Semua mahasiswa teknik sipil yang belajar mekanika tanah pasti mengenai teori Rankine dalam menghitung tegangan tanah aktif (Ka) dan tegangan tanah pasif (Kp).
    [Show full text]
  • Geotechnics, Energy and Climate Change: the 56Th Rankine Lecture
    Jardine, R. J. (2020). Géotechnique 70, No. 1, 3–59 [https://doi.org/10.1680/jgeot.18.RL.001] Geotechnics, energy and climate change: the 56th Rankine Lecture RICHARD J. JARDINEÃ Geotechnical engineering has matured sufficiently to contribute to resolving some of society’s grand challenges. The 56th Rankine Lecture considered one of the most pressing global problems: maintaining vital energy supplies while also recognising, mitigating and reducing the climate consequences of fossil fuel consumption. This written version reports geotechnical research relating to these wide-ranging issues, considering paired topics within its three main parts and illustrating these with specific practical examples. Part 1 focuses on supporting offshore hydrocarbon production, considering advances in understanding and designing the driven piles that support most continental shelf platforms, before moving to the large underwater landslides that can affect deeper water developments. Part 2 describes investigations into the geotechnical impact of climate change in a permafrost region and a peatland study that contributes to alleviating flood risks exacerbated by climate change. Part 3 outlines research that is improving the economics of renewable offshore wind energy for multi-pile and monopile supported turbines. Integrating geology and rigorous analysis with advanced laboratory and field experiments is shown to be essential to resolving the complex geotechnical problems considered, as is careful full-scale checking and monitoring. Close cooperation with co-workers from industry and academia was central to the studies described and the contributions of many collaborators are emphasised. The concluding section identifies examples of significant questions from each of the six topic areas that remain to be resolved fully.
    [Show full text]
  • Robert V. Whitman
    CONNECTIONS The EERI Oral History Series Robert V. Whitman Robert Reitherman Interviewer CONNECTIONS The EERI Oral History Series Robert V. Whitman CONNECTIONS The EERI Oral History Series Robert V. Whitman Robert Reitherman, Interviewer Earthquake Engineering Research Institute Editor: Gail Hynes Shea, Berkeley, California, www.gailshea.com Cover and book design: Laura H. Moger, Moorpark, California, www.lauramoger.com Copyright 2009 by the Earthquake Engineering Research Institute The publication of this book was supported by FEMA/U.S. Department of Homeland Security under grant #EMW-2009-RC-51-K008. All rights reserved. All literary rights in the manuscript, including the right to publish, are reserved to the Earthquake Engineering Research Institute. No part may be reproduced, quoted, or trans- mitted in any form without the written permission of the Executive Director of the Earthquake Engineering Research Institute. Requests for permission to quote for publication should include identification of the specific passages to be quoted, anticipated use of the passages, and identifica- tion of the user. The opinions expressed in this publication are those of the oral history subject and do not neces- sarily reflect the opinions or policies of the Earthquake Engineering Research Institute. Published by the Earthquake Engineering Research Institute 499 14th Street, Suite 320 Oakland, CA 94612-1934 Tel: (510) 451-0905 Fax: (510) 451-5411 E-mail: [email protected] Website: http://www.eeri.org EERI Publication Number: OHS-17 Library of Congress Cataloging-in-Publication Data Whitman, Robert V., 1928- Robert V. Whitman / Robert Reitherman, interviewer. p. cm. -- (The EERI oral history series) “EERI publication number: OHS-17.” Includes bibliographical references and index.
    [Show full text]
  • Embankment Dams
    Design Standards No. 13 Embankment Dams Chapter 13: Seismic Analysis and Design Phase 4: Final U.S. Department of the Interior Bureau of Reclamation May 2015 Mission Statements The U.S. Department of the Interior protects America’s natural resources and heritage, honors our cultures and tribal communities, and supplies the energy to power our future. The mission of the Bureau of Reclamation is to manage, develop, and protect water and related resources in an environmentally and economically sound manner in the interest of the American public. Design Standards Signature Sheet Design Standards No. 13 Embankment Dams DS-13(13)-8: Phase 4: Final May 2015 Chapter 13: Seismic Analysis and Design U.S. Department of the Interior Bureau of Reclamation May 2015 Foreword Purpose The Bureau of Reclamation (Reclamation) design standards present technical requirements and processes to enable design professionals to prepare design documents and reports necessary to manage, develop, and protect water and related resources in an environmentally and economically sound manner in the interest of the American public. Compliance with these design standards assists in the development and improvement of Reclamation facilities in a way that protects the public's health, safety, and welfare; recognizes needs of all stakeholders; and achieves lasting value and functionality necessary for Reclamation facilities. Responsible designers accomplish this goal through compliance with these design standards and all other applicable technical codes, as well as incorporation of the stakeholders’ vision and values, that are then reflected in the constructed facilities. Application of Design Standards Reclamation design activities, whether performed by Reclamation or by a non-Reclamation entity, must be performed in accordance with established Reclamation design criteria and standards, and approved national design standards, if applicable.
    [Show full text]
  • ISSMGE Bulletin
    ISSMGE Bulletin Volume 2, Issue 2 June 2008 International Society for Soil Mechanics and Geotechnical Engineering www.issmge.org A Message from the Vice President By Professor Roger Frank To write any kind of ‘comprehensive’ or ‘unified’ view about Europe is always a difficult task. At least we, geotechnical engineers members of ISSMGE, do not I NSIDE T HIS I SSUE have the same problems as many of our politicians who spend (too) much time and effort in defining what exactly the borders of Europe are... Indeed, for 1 A Message from the ISSMGE, the situation is very clear: the European region of ISSMGE comprises 35 Vice President Member Societies (representing 36 countries, as there is one single Member Society for both the Czech Republic and Slovakia). The 35th Member Society to join ISSMGE was Georgia (in 2007). The total of individual members is now 3 Reminiscences around 7900. Thus, Europe is not far from representing 45% of ISSMGE! 7 TC Activity The activities concerning geotechnical engineering on the European continent may differ strongly when moving from one country to the other. This is not only due to the fact that the economic situations and, in particular, the construction sector can vary a lot, even inside the zone using the 10 Activity of Member single currency, i.e. the Euro, but also due to the varying geological and geotechnical conditions throughout the continent. Some countries, or some of their areas, need an important geotechnical 11 News ‘input’ into the projects as, in some other countries or areas, the ‘effort’ can be more limited, due to simpler or better known ground conditions.
    [Show full text]