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Publications by [Mayne P. W.]

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<p>Soil behavior is complex and thus requires quantification by a reasonably good number of different engineering parameters. Consequently, the seismic piezocone test (SCPTu) is particularly well-suited to being an efficient and economical tool for routine ...
Reference: Proceedings, 3rd International Symposium on Cone Penetration Testing (CPT'14, Las Vegas), ISSMGE Technical Committee TC 102, Edited by P.K. Robertson and K.I. Cabal: p 47-73
For a practical approach in routine site characterizations, the minimal standard of work should be seismic piezocone tests (SCPTu) or seismic flat dilatometer tests (SDMT), as up to 5 separate measurements of soil behavior are captured during a single sounding. ...
Reference: "Proc. 17th Intl. Conf. Soil Mechanics & Geotechnical Engineering, Vol. 4, Egypt, 2009"
The responses of the individual base and side components of O-cell load tests on drilled shaft foundations can be evaluated within an elastic continuum framework using results from seismic piezocone tests (SCPTu). The SCPTu is an optimal means for collection ...
Reference: Foundations, Proccedings of the second British Geotechnical Association, International Conference on Foundations - ICOF 2008, Volume one: Piles, Excavations and offshore foundations, 2008
Site investigations for ports, bridges, and offshore facilities benefit from the use of piezocone tests in the field exploration program since multiple continuous readings with depth are obtained by the soundings. The interpretation of the piezocone resistances ...
Reference: 11th Baltic Sea Geotechnical Conference, Geotechnics in Maritime Engineering, Poland, 2008
This report explores the current practices of departments of transportation associated with cone penetration testing (CPT). The report examines cone penetrometer equipment options field testing procedures CPT data presentation and geostratigraphic profiling ...
Reference: NCHRP Synthesis 368, TRB
The interpretation of in-situ geotechnical test data needs a unified approach so that soil parameters are evaluated in a consistent and complementary manner with laboratory results. A common thread in assessing in-situ tests is the focus on the geologic stress ...
Reference: Characterisation and engineering properties of natural soils, vol 3, T. S. Tan et al, 2007
Interrelationships between the flat dilatometer readings (lift-off pressure, p0, and expansion pressure, p1) and piezocone readings (cone tip stress, qt, and penetration porewater pressures, u2) are explored for three soft clay sites. Within the intact regions, ...
Reference: PROCEEDINGS FROM THE SECOND INTERNATIONAL FLAT DILATOMETER CONFERENCE, 2006
The paper presents the data and discousses the various methods of determining pile capacity and addresses influence of set up.
Reference: Current practice and future trends in deep foundatios, Vancouver Canada
The flat plate dilatometer test (DMT) is well-recognized for its ability to calculate settlements of shallow foundations in a practical manner in soil types ranging from sand to silt to clay. Within the Piedmont physiographic province, an equivalent method ...
Reference:
Field measurements for soil permeability include pumping tests with measured drawdown, slug tests, and packer methods. Laboratory methods include falling head and constant head types in permeameters, controlled gradient, and constant rate of strain consolidation. ...
Reference: Interpretation of In-Situ Tests, October 2002, Georgia Tech