By R. Kerry Rowe (auth.), Prof. Yunmin Chen, Prof. Liangtong Zhan, Prof. Xiaowu Tang (eds.)
"Advances in Environmental Geotechnics" provides the most recent advancements during this interdisciplinary box. the themes coated comprise simple and complicated theories for modeling of geoenvironmental phenomena, trying out and tracking for geoenvironmental engineering, municipal reliable wastes and landfill engineering, sludge and dredged soils, geotechnical reuse of commercial wastes, infected land and remediation expertise, functions of geosynthetics in geoenvironmental engineering, geoenvironmental hazard evaluation, administration and sustainability, ecological options and case histories. This complaints contains papers authored by way of middle participants of ISSMGE TC5 (International Society of Soil Mechanics and Geotechnical Engineering---Environmental Geotechnics) and geoenvironmental researchers from greater than 20 nations and areas. it's a helpful reference for geoenvironmental and geotechnical engineers in addition to civil engineers.
Yunmin Chen, Xiaowu Tang, and Liangtong Zhan are Professors on the division of Civil Engineering of Zhejiang collage, China.
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Extra resources for Advances in Environmental Geotechnics: Proceedings of the International Symposium on Geoenvironmental Engineering in Hangzhou, China, September 8–10, 2009
Collins HJ (1993). Impact of the temperature inside the landfill on the behaviour of barrier systems. Proceedings of 4th International Landfill Symposium, Sardinia ’93, 1: 417-432. Dickinson S & Brachman RWI (2006). Deformations of a geosynthetic clay liner beneath a geomembrane wrinkle and coarse gravel, Geotextiles and Geomembranes, 24(5): 285-298. Dickinson S & Brachman RWI (2008). Assessment of 17 alternative protection layers for a geomembrane / geosynthetic clay liner (GM/GCL) composite liner, Canadian Geotechnical Journal, 45(11): 1594-1610.
2008). Fig. 18 SASW Database (after Matasovic et al. 2004) Fig. 19 Waste modulus degradation and damping curves used in study (after Singh and Murphy, 1990) Fig. 17 Shear wave velocity of MSW (after Kavanzanjian et al. 1996) Fig. 20 Shear modulus reduction for refuse fill (after Singh, 2002) 26 Fig. 23 Modulus and Damping ratio (after Kavazanjian, 2008) Fig. 21 Variation of dynamic Young modulus with strain amplitude (after Towhata et al. 2004) Fig. 24 Shear wave velocity measured during monotonic triaxial tests (after DeJong, 2006) Fig.
Margherita di Pula, Cagliari, Sardinia, October, II: 81-88. Bostwick LE, Rowe RK, Take WA, Brachman RWI (2007). The effect of sample size on shrinkage of a non-scrim reinforced geosynthetic clay liner, 60th Canadian Geotechnical Conference, Ottawa, ON, 2123-2128. Bostwick LE, Rowe RK, Take WA, Brachman RWI (2008). Observations of the dimensional stability of four GCL products under combined thermal and moisture cycles, Geoamericas 2008, Cancun, Mexico: 435-443. Brachman RWI & Gudina S (2008a). Gravel contacts and geomembrane strains for a GM/CCL composite liner, Geotextiles and Geomembranes, 26 (6): 448459.