 
          64
        
        
          Geotechnical News    March 2011
        
        
          GEO-INTEREST
        
        
          • It is easy enough to understand how
        
        
          loose fine sands can liquefy.
        
        
          • It is difficult to imagine how gravel
        
        
          sizes could be brought to liquefac-
        
        
          tion either as a natural deposit, or as
        
        
          a construction fill, however poorly
        
        
          placed.
        
        
          • It is even more difficult to figure out
        
        
          how well graded materials of any
        
        
          density could manage to fail in this
        
        
          manner.
        
        
          But a very interesting question aris-
        
        
          es and remains to be answered, and that
        
        
          is about silts. If this line of reasoning is
        
        
          valid, then: Why aren’t silts even more
        
        
          prone to liquefy than sands? Figure 6
        
        
          suggests they scarcely need to budge at
        
        
          all to reach their v
        
        
          T
        
        
          .
        
        
          In the Next Article
        
        
          The next step in the development
        
        
          of this method of looking at the
        
        
          interaction of water and discrete solids
        
        
          is to show how C
        
        
          D
        
        
          can be viewed as
        
        
          a geotechnical parameter. It is at this
        
        
          stage that an answer to the question of
        
        
          silt’s apparently inexplicable behaviour
        
        
          will be first broached.
        
        
          I will also provide values for the
        
        
          “L-factor” which is the first of two
        
        
          variables entering into the calculation
        
        
          of pore water pressure magnitude. The
        
        
          derivation of the L-factor is simple and
        
        
          straightforward. I will leave until a lat-
        
        
          er article the more complicated devel-
        
        
          opment of what I call the “Crowding
        
        
          Factor”. This K-factor is necessary to
        
        
          extend the implications of single dis-
        
        
          crete particle movements, presented so
        
        
          far in relation to liquefaction, into the
        
        
          much broader realm of real soils under-
        
        
          going non-catastrophic deformations.
        
        
          
            W.E.Hodge
          
        
        
          
            Geotechnical Engineer
          
        
        
          
            P.Eng., M.ASCE
          
        
        
          
            P.O. Box 287, Lumby, BC, V0E 2G0
          
        
        
          
            (778) 473 4505
          
        
        
        
          Kenneth R. Peaker 1932-2010
        
        
          Even fighting the effects of skin cancer,
        
        
          Dr. Ken Peaker kept coming into work.
        
        
          If asked how he was feeling, he’d
        
        
          always say “Life is peachy”.
        
        
          Ken Peaker died on June 27, 2010.
        
        
          Ken was one of Bill Trow’s first part-
        
        
          ners at Trow Associates. He would go
        
        
          on to form two other geotechnical con-
        
        
          sulting firms fairly late in life - Shaheen
        
        
          & Peaker Limited, and just two years
        
        
          ago – SPL Consultants Limited. Ken
        
        
          had a rare combination of technical
        
        
          acumen and keen business sense.
        
        
          He had a humble start. Only five
        
        
          when his mother died of cancer, he
        
        
          and his brother Gary grew up in a prai-
        
        
          rie foster home until they were almost
        
        
          teenagers, when his father remarried
        
        
          and reunited his family. They lived
        
        
          without indoor plumbing or electricity
        
        
          in Riverton, Manitoba until Peaker left
        
        
          for the University of Manitoba, having
        
        
          put himself through school on the avails
        
        
          of trapping, fishing and a firewood busi-
        
        
          ness. Ken was fortunate to be awarded
        
        
          an Athlone Fellowship for post-gradu-
        
        
          ate studies at Imperial College in Lon-
        
        
          don, an award that would change his
        
        
          life in many ways, the most important
        
        
          of which was meeting his future wife
        
        
          Lorna. Ken and Lorna were married in
        
        
          Manchester, England in 1961.
        
        
          Following his DIC in 1956 at Impe-
        
        
          rial, he went on to study with the late
        
        
          Professor Peter W. Rowe at the Univer-
        
        
          sity of Manchester, where he received
        
        
          his Ph.D. in 1964. Rowe and Peaker’s
        
        
          work on passive earth pressures result-
        
        
          ed in a change in the British Civil En-
        
        
          gineering Code of Practice in retaining
        
        
          wall design. Ken and school chum Don
        
        
          Shields invented the first porous plastic
        
        
          piezometer, which they fabricated in
        
        
          their spare time between repairing mo-
        
        
          torcycles and studying.
        
        
          Active in consulting in Ontario, the
        
        
          Caribbean and Middle East over his 45
        
        
          year career, Ken advanced the practi-
        
        
          cal application of geotechnics on many
        
        
          landmark projects, including Ontario
        
        
          Place, Scotia Plaza, Metro Convention
        
        
          Centre, Ontario College of Art, Ground
        
        
          Zero, to name a few.
        
        
          Much of Ken’s involvement with the
        
        
          Canadian Geotechnical Society (CGS)
        
        
          was with the Canadian Geotechnical
        
        
          Society - Southern Ontario Section
        
        
          (CGS-SOS) group in Toronto. He was
        
        
          the Chairman of the CGS-SOS for two
        
        
          terms, in 1992-1993 and 1993-1994.
        
        
          For his contributions to the CGS-SOS
        
        
          over many years he was presented with
        
        
          the CGS-SOS AWARD in 2008. Ken
        
        
          was also awarded a Fellow of the En-
        
        
          gineering Institute of Canada (FEIC) in
        
        
          recognition of excellence in engineer-
        
        
          ing practice and exceptional contribu-
        
        
          tions to the well being of the profession
        
        
          and to the good of the society.
        
        
          Despite his unwavering resolve in
        
        
          business, Ken was deep down, a shy
        
        
          and unassuming individual who was
        
        
          more comfortable on his weekend farm
        
        
          with the family, than in the boardroom
        
        
          - though he excelled at both. Ken and
        
        
          Lorna have three children and seven
        
        
          grandchildren. When cancer meant he
        
        
          had an ear removed, he told a grand-
        
        
          son he’d lost it in a pirate fight. When
        
        
          he was hospitalized in the last couple
        
        
          of months of his life, he never lost his
        
        
          interest in the technical aspects of his
        
        
          work.
        
        
          He will be missed by all those that
        
        
          had the good fortune to meet him.