David William Hight (born 17 August 1943)[3][4] is a senior consultant at the Geotechnical Consulting Group,[4] a company providing high-level expertise in the field of geotechnical engineering and well known for bridging the gap between research and engineering practice.[5][6]
He has synthesised the causes and effects of disturbance to soil samples and introduced methods to minimise sample disturbance and to assess sample quality. This has enabled him to become an expert in characterising the real behaviour of natural soils, including quantifying their scale of anisotropy of strength and stiffness.[5]
Using this expertise Hight has specialised in forensic engineering, investigating geotechnical failures of tunnels, embankments, road pavements, and port constructions; work that has opened up new avenues of research and led to new approaches to design and construction, including participating in the introduction of compensation grouting.[5] He has carried out technical audits on the foundations of numerous engineering projects including Hong Kong International Airport, the Rio–Antirrio bridge in Greece[4] and Heathrow Terminal 5.[7]
^Baldi G, Hight DW, Thomas GE (1988). "State-of-the-Art Paper: A Reevaluation of Conventional Triaxial Test Methods". In Donaghe RT, Chaney RC, Silver ML (eds.). Advanced Triaxial Testing of Soil and Rock. pp. 219–45. doi:10.1520/STP29080S. ISBN978-0-8031-0983-4.
^David Hight publications indexed by the Scopus bibliographic database. (subscription required)
^Hight, D. W.; Gasparre, A.; Nishimura, S.; Minh, N. A.; Jardine, R. J.; Coop, M. R. (2007). "Characteristics of the London Clay from the Terminal 5 site at Heathrow Airport". Géotechnique. 57 (1): 3–18. Bibcode:2007Getq...57....3H. doi:10.1680/geot.2007.57.1.3.
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