Measurement and application of quasi-elastic properties in geotechnical site characterisation

Satoru Shibuya, Toshiyuki Mitachi, Hiroyuki Tanaka, Takayuki Kawaguchi, In Mo Lee

Research output: Chapter in Book/Report/Conference proceedingConference contribution

2 Citations (Scopus)

Abstract

Application of quasi-elastic properties in geotechnical site characterisation is a subject matter addressed in this paper. Recent developments in field and laboratory techniques in geotechnical site characterisation are reviewed. Problems and counter-measures in characterising in-situ geomaterial properties are discussed, including an examination of the performance of soft clay sampling practices worldwide. The inter-links between reconstituted (i.e., non-aged) and natural (i.e., aged) soil, between soils and soft rocks, between stiffness at small strains and strength at large strains, and between field (i.e., mass) and laboratory (i.e., element) testing are discussed. Important topics that are highlighted include: in-situ "structure" of natural sedimentary clays, mechanism of ageing (i.e., the transient behaviour from soils to soft rocks in the process of diagenesis), disturbance of laboratory samples, and estimating engineering properties "in the ground" for geotechnical design.

Original languageEnglish
Title of host publicationSoil Mechanics and Geotechnical Engineering Eleventh Asian Regional Conference
EditorsS.-W. Hong, E.S. Lee, Y.Y. Kim, Y.S. Jang, C.S. Yoo
Pages639-710
Number of pages72
Publication statusPublished - 1999
EventProceedings of the Eleventh Asian Regional Conference on Soil Mechanics and Geotechnical Engineering - Seoul, Korea, Republic of
Duration: 1999 Aug 161999 Aug 20

Publication series

NameSoil Mechanics and Geotechnical Engineering Eleventh Asian Regional Conference

Other

OtherProceedings of the Eleventh Asian Regional Conference on Soil Mechanics and Geotechnical Engineering
Country/TerritoryKorea, Republic of
CitySeoul
Period99/8/1699/8/20

ASJC Scopus subject areas

  • Engineering(all)

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