Andrew N. Schofield

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Andrew N. Schofield
Prof A.N. Schofield 2016.jpg
Andrew Schofield in 2016
Born (1930-11-01) 1 November 1930 (age 93)
England
NationalityEnglish
Alma mater Cambridge University, UK
Known for Critical state soil mechanics, Cam Clay, Geotechnical centrifuge modelling
SpouseMargaret Green (m.1961)
AwardsUS Army Distinguished Civilian Service Award, 1979
20th Rankine Lecture, 1980
Fellow [1] of the Royal Academy of Engineering, [2] 1986
Fellow of the Royal Society, 1992
James Alfred Ewing Gold Medal from the Institution of Civil Engineers, 1993
Scientific career
Fields Soil Mechanics, Geotechnical Engineering
Institutions Cambridge University, UK
University of Manchester Institute of Science and Technology (UMIST)
Thesis The development of lateral force during the displacement of sand by the vertical face of a rotating model foundation  (1960)
Doctoral advisor Kenneth H. Roscoe [3]
Notable students Malcolm D. Bolton, Robert Mair, Sarah Springman

Andrew Noel Schofield (born 1 November 1930) is a British soil mechanics engineer and an emeritus professor of geotechnical engineering at the University of Cambridge.

Contents

Life

Schofield was born on 1 November 1930, the son of Rev John Noel Schofield and Winifred Jane Mary Eyles in Cambridge, England. He married Margaret Eileen Green in 1961. [4] He retired from Cambridge University in 1997.

Career

Andrew Schofield studied engineering and graduated from Christ's College, Cambridge in 1951. [5] He then worked in the Nyasaland Protectorate, Africa (now Malawi) office of Scott and Wilson Ltd. where he performed research on lateritic soils and low cost road construction. [6] He returned to Cambridge University to work with Professor Kenneth H. Roscoe on his PhD, which he completed in 1961. [6] He became an Assistant Lecturer in 1961 and a Fulbright Fellow and a California Institute of Technology Fellow in 1963/4. [7] He was elected Fellow of Churchill College, Cambridge in 1964. [8] He was elected as a Fellow [9] of the Royal Academy of Engineering [10] in 1986 and as a Fellow of the Royal Society in 1992. [11]

With Ken Roscoe and Peter Wroth in 1958 he published "On the Yielding of Soils", which showed how plasticity theory and critical state soil mechanics could be used to describe the coupled volumetric and shear behavior of soils. [12] This led to the development of a constitutive model known as 'Cam Clay' that was formalized in a text by Schofield and Wroth in 1968. [13]

Schofield was influenced by work on geotechnical centrifuge modeling by G.I. Pokrovsky in the USSR [5] to study geotechnical engineering and soil mechanics problems. He developed a prototype geotechnical centrifuge in Cambridge and later adapted a centrifuge in the English Electric Company in Luton, UK, to be used for geotechnical modelling in 1966. [6] [5]

He accepted a chair at the Institute of Science and Technology in Manchester (UMIST) in 1968 and developed a 1.5-m radius geotechnical centrifuge there. [6] [5] Following Roscoe's death in 1970, he returned to Cambridge in 1974 and was appointed as a Professor in the Cambridge University Engineering Department to lead the Soil Mechanics group. [6] Working with the mechanical design engineer Phillip Turner, he developed a 5-m radius geotechnical centrifuge at Cambridge University that continues to be heavily used as of 2010. He was elected a Fellow of the Royal Society in 1992. Schofield retired from the university in 1997, but his continued work is evidenced by the publication of a book in 2005. [5]

Critique of The Mohr Coulomb equation as foundations in soil mechanics

By Professor Schofield the behaviour of remoulded soil (be it sand, silt or clay) is governed by friction and particle interlocking. By Professor Schofield, The Mohr Coulomb equation, popularised by Terzaghi, and underpinning developments in soil mechanics since the 1930s, is simply wrong. Terzaghi made soil mechanics a science, made a mistake when he said soil’s strength is provided by cohesion and friction. [14]

Major Publications

Related Research Articles

<span class="mw-page-title-main">Geotechnical engineering</span> Scientific study of earth materials in engineering problems

Geotechnical engineering, also known as geotechnics, is the branch of civil engineering concerned with the engineering behavior of earth materials. It uses the principles of soil mechanics and rock mechanics to solve its engineering problems. It also relies on knowledge of geology, hydrology, geophysics, and other related sciences.

<span class="mw-page-title-main">Karl von Terzaghi</span> Austrian geotechnical engineer known as the "father of soil mechanics"

Karl von Terzaghi was an Austrian mechanical engineer, geotechnical engineer, and geologist known as the "father of soil mechanics and geotechnical engineering".

<span class="mw-page-title-main">Terzaghi Dam</span> Dam across the Bridge River Valley in British Columbia, Canada

Terzaghi Dam is the key diversion dam in BC Hydro's Bridge River Power Project. It forms the project's largest reservoir, Carpenter Lake west of Lillooet. Originally known as the Mission Dam, it was renamed Terzaghi Dam in 1965 to honor Karl von Terzaghi, the civil engineer who founded the science of soil mechanics. It is located about 30 km up the Bridge River from its confluence with the Fraser.

<span class="mw-page-title-main">Shear strength (soil)</span> Magnitude of the shear stress that a soil can sustain

Shear strength is a term used in soil mechanics to describe the magnitude of the shear stress that a soil can sustain. The shear resistance of soil is a result of friction and interlocking of particles, and possibly cementation or bonding of particle contacts. Due to interlocking, particulate material may expand or contract in volume as it is subject to shear strains. If soil expands its volume, the density of particles will decrease and the strength will decrease; in this case, the peak strength would be followed by a reduction of shear stress. The stress-strain relationship levels off when the material stops expanding or contracting, and when interparticle bonds are broken. The theoretical state at which the shear stress and density remain constant while the shear strain increases may be called the critical state, steady state, or residual strength.

Cohesion is the component of shear strength of a rock or soil that is independent of interparticle friction.

Ralph Brazelton Peck was a civil engineer specializing in soil mechanics, the author and co-author of popular soil mechanics and foundation engineering text books, and Professor Emeritus of Civil Engineering at the University of Illinois Urbana-Champaign. In 1948, together with Karl von Terzaghi, Peck published the book Soil Mechanics in Engineering Practice, an influential geotechnical engineering text which continues to be regularly cited and is now in a third edition.

<span class="mw-page-title-main">Peter Rolfe Vaughan</span>

Peter Rolfe Vaughan ACGI, DIC, FREng, FICE, FCGI, MASCE, FGS, was Emeritus Professor of Ground Engineering in the Geotechnics department of Imperial College London.

The Rankine lecture is an annual lecture organised by the British Geotechnical Association named after William John Macquorn Rankine, an early contributor to the theory of soil mechanics.

<span class="mw-page-title-main">John Burland</span> British/South African Geotechnical Engineer and Professor of Soil Mechanics

John Boscawen Burland is a geotechnical engineer, Emeritus Professor and Senior Research Investigator at the Department of Civil and Environmental Engineering of Imperial College London, and a noted expert in the field of soil mechanics.

Rudolph "Silas"Glossop was a British geotechnical engineer and mining engineer notable for his contributions to the field of engineering geology and soil mechanics. He was instrumental in founding Soil Mechanics Ltd. and the establishment of the peer-reviewed journal, Géotechnique. The Glossop Lecture at the Geological Society is named after him.

<span class="mw-page-title-main">Geotechnical centrifuge modeling</span> Physical scale model tested in a large geotechnical centrifuge

Geotechnical centrifuge modeling is a technique for testing physical scale models of geotechnical engineering systems such as natural and man-made slopes and earth retaining structures and building or bridge foundations.

Harry George Poulos is an Australian of Greek descent civil engineer specialising in geotechnical engineering and soil mechanics, internationally known as an expert on soil behaviour and pile foundations.

David Malcolm Potts is a professor of Analytical Soil Mechanics at Imperial College London and the head of the Geotechnics Section at Imperial College. He has been a member of the academic staff at Imperial College since 1979, responsible for teaching the use of analytical methods in geomechanics and the design of slopes and earth retaining structures, both at undergraduate and postgraduate levels.

Charles Peter Wroth (1929–1991) was a British civil engineer, a world pioneer in geotechnical engineering and soil mechanics. He led the design and construction of the Hammersmith flyover.

Kenneth Harry Roscoe was a British civil engineer who made tremendous contributions to the plasticity theories of soil mechanics.

<span class="mw-page-title-main">Malcolm Bolton</span> British soil mechanics engineer and professor

Malcolm David Bolton is a British soil mechanics engineer and professor of geotechnical engineering at the University of Cambridge.

<span class="mw-page-title-main">Nicholas Ambraseys</span> Greek seismologist (1929-2012)

Nicholas Neocles Ambraseys FICE FREng was a Greek engineering seismologist. He was emeritus professor of engineering seismology and senior research fellow at Imperial College London. For many years Ambraseys was considered the leading figure and an authority in earthquake engineering and seismology in Europe.

David Muir Wood is an academic working in the field of geomechanics and soil mechanics, famous for having pioneered advances in mathematical modelling of soils, informed by experimental observation. The hallmark of his modelling efforts has been to formulate elegant models that capture the essence of the material response while being accessible to practitioners of Geotechnical engineering.

Emmericus Carel Willem Adriaan "Wim" Geuze was a Dutch civil engineer who contributed to the development of soil mechanics, and the founding of the geotechnical engineering journal, Géotechnique. He was head of research at the Laboratorium voor Grondmechanica in Delft, and professor of soil mechanics at Delft University of Technology and the Rensselaer Polytechnic Institute.

Albert Sybrandus Keverling Buisman was a Dutch civil engineer and Professor of Applied Mechanics, who was instrumental in establishing the Laboratorium voor Grondmechanica in Delft. He made notable contributions to the development of soil mechanics in the Netherlands.

References

  1. "List of Fellows". Archived from the original on 8 June 2016. Retrieved 23 October 2014.
  2. "List of Fellows". Archived from the original on 8 June 2016. Retrieved 23 October 2014.
  3. Andrew N. Schofield at the Mathematics Genealogy Project
  4. Black 2010.
  5. 1 2 3 4 5 Schofield 2005.
  6. 1 2 3 4 5 Rowe 1980.
  7. Directory of Visiting Scholars in the United States 1963-1964, Fulbright Visiting Scholar Program, Council for International Exchange of Scholars (CIES), Washington, DC, US
  8. "Master, Fellows and By-Fellows". Archived from the original on 10 March 2013. Retrieved 25 July 2016.
  9. "List of Fellows". Archived from the original on 8 June 2016. Retrieved 23 October 2014.
  10. "List of Fellows". Archived from the original on 8 June 2016. Retrieved 23 October 2014.
  11. "Fellowship Directory".
  12. Roscoe, Schofield & Wroth 1958.
  13. Schofield & Wroth 1968.
  14. K. H Roscoe, Andrew Schofield, C. P Wroth, 1958, On The Yielding of Soils, Géotechnique 8(1), 22-53

Further reading