By Kyle Rollins, Ph.D., Dimitrios Zekkos, P.E.
Geotechnical Engineering state-of-the-art and perform: Keynote Lectures from GeoCongress 2012 comprises 30 peer-reviewed papers that survey the full breadth of analysis and perform in geotechnical engineering. each one paper is contributed via exclusive geotechnical engineers who have been invited to create a accomplished assessment of the career via concentrating on a particular technical topic. approximately part the papers current the cutting-edge by means of summarizing the most recent examine and demanding situations for geotechnical researchers. the opposite part display the kingdom of the perform via reporting on concerns as they're tackled through geotechnical engineers within the box. Taken jointly, those papers show off the easiest of the occupation and shape a foundation for integrating geotechnical examine with its perform. subject matters contain: foundations and earth balance; geotechnical modeling; website characterization, checking out, and tracking; geoenvironmental engineering; embankments and slope balance; soil houses; pavements; tunneling and underground areas; and earthquake engineering. This assortment is a crucial touchstone for geotechnical and geoenvironmental engineers, no matter what their specialise in study and perform
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Extra resources for Geotechnical Engineering State of the Art and Practice: Keynote Lectures from GeoCongress 2012
A. (2004). Field Water Balance of Landfill Final Covers, J. Environmental Quality, 33(6), 2317-2332. Allen, R. , Pereira, L. , and Smith, M. (1998). Crop Evapotranspiration – Guidelines for Computing Crop Water Requirements, FAO Irrigation and Drainage Paper 6, Food and Agriculture Organization of the United Nations, Rome. Apiwantragoon, P. (2007). Field Hydrologic Evaluation of Final Covers for Waste Containment, PhD Dissertation, University of Wisconsin, Madison, WI. Benson, C. (2001), Waste Containment: Strategies and Performance, Australian Geomechanics, 36(4), 1-25.
Their simulation of the specimen response as a boundary-value problem is an example of mesoscopic modeling: it recognizes the inhomogeneous deformation of the soil sample and therefore treats the sample response as a structural response and not an element response. By closely following the imposed laboratory boundary conditions, the simulations have correctly predicted the location and orientation of the shear band, as shown in Fig. 3. An important conclusion emanating from their paper is that the mesoscopic simulation can resolve the true shear band even with a biased finite element mesh provided the density contrast is strong enough.
Benson, C. , Gee, G. , Lyles, B. , and Rock, S. A. (2004). Field Water Balance of Landfill Final Covers, J. Environmental Quality, 33(6), 2317-2332. Allen, R. , Pereira, L. , and Smith, M. (1998). Crop Evapotranspiration – Guidelines for Computing Crop Water Requirements, FAO Irrigation and Drainage Paper 6, Food and Agriculture Organization of the United Nations, Rome. Apiwantragoon, P. (2007). Field Hydrologic Evaluation of Final Covers for Waste Containment, PhD Dissertation, University of Wisconsin, Madison, WI.
Geotechnical Engineering State of the Art and Practice: Keynote Lectures from GeoCongress 2012 by Kyle Rollins, Ph.D., Dimitrios Zekkos, P.E.