TY - GEN
T1 - Geomaterial behavior and testing
AU - Mayne, Paul W.
AU - Coop, Matthew R.
AU - Springman, Sarah M.
AU - Huang, An-Bin
AU - Zornberg, Jorge G.
PY - 2009
Y1 - 2009
N2 - A complete characterization detailing the intricate and complex response of geomaterials remains a challenging task that can only be realized on a partial basis via a careful drilling and sampling program coupled with detailed laboratory testing and comprehensive series of in-situ tests and field geophysics. As now evidenced from results reported from over 60 international geotechnical experimentation sites at worldwide locations, such extensive efforts directed at a particular soil formation take decades of time and considerable funding for completion. 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. These results should be supplemented with sampling and laboratory testing directed at defining parameters within a rational effective stress framework, and in particular, critical state soil mechanics (CSSM). Even then, a number of challenges remain, including the appreciation of rate effects, fabric, particle breakage, weathering, and diagenesis. Furthermore, nontextbook geomaterials (e.g., silty sands, carbonate clays, diatomaceous earth, peats, organic silts) will require a considerably higher level of testing and investigative effort because of greater uncertainty in understanding their anomalous behavior. Also, the characterization of geosynthetics, often used to complement or replace the function of earthen materials in many structures (e.g., reinforcement, drainage) requires the characterization of product-specific hydraulic, mechanical, and rheological properties. © 2009 IOS Press.
AB - A complete characterization detailing the intricate and complex response of geomaterials remains a challenging task that can only be realized on a partial basis via a careful drilling and sampling program coupled with detailed laboratory testing and comprehensive series of in-situ tests and field geophysics. As now evidenced from results reported from over 60 international geotechnical experimentation sites at worldwide locations, such extensive efforts directed at a particular soil formation take decades of time and considerable funding for completion. 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. These results should be supplemented with sampling and laboratory testing directed at defining parameters within a rational effective stress framework, and in particular, critical state soil mechanics (CSSM). Even then, a number of challenges remain, including the appreciation of rate effects, fabric, particle breakage, weathering, and diagenesis. Furthermore, nontextbook geomaterials (e.g., silty sands, carbonate clays, diatomaceous earth, peats, organic silts) will require a considerably higher level of testing and investigative effort because of greater uncertainty in understanding their anomalous behavior. Also, the characterization of geosynthetics, often used to complement or replace the function of earthen materials in many structures (e.g., reinforcement, drainage) requires the characterization of product-specific hydraulic, mechanical, and rheological properties. © 2009 IOS Press.
KW - Behaviour
KW - Clay
KW - Field tests
KW - Geomaterial
KW - Geosynthetics
KW - In-situ test
KW - Laboratory test
KW - Modelling
KW - Modulus
KW - Sampling
KW - Sand
KW - Shear modulus
KW - Shear strength
KW - Shear wave velocity
UR - https://www.scopus.com/pages/publications/77954888095
UR - https://www.scopus.com/record/pubmetrics.uri?eid=2-s2.0-77954888095&origin=recordpage
U2 - 10.3233/978-1-60750-031-5-2777
DO - 10.3233/978-1-60750-031-5-2777
M3 - RGC 32 - Refereed conference paper (with host publication)
SN - 9781607500315
VL - 4
SP - 2777
EP - 2872
BT - Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering
T2 - 17th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2009
Y2 - 5 October 2009 through 9 October 2009
ER -