Abstract
The quantification of soil variability is one of the most important aspects in the geo-engineering context. The uncertainty analysis is the main part of the reliability assessment for which a quantitative evaluation was performed in this study. The Reliability Index and the Probability of Failure using the First-Order Reliability Method (FORM) represents both, an effective method which is easy to implement at the same time. This work analyzes possible effects of compaction induced into the aquifer of the Scarlino Plain, caused by the extension of the hydraulic barrier for groundwater remediation. The currently implemented vertical barrier is composed of 12 wells which reach the depth of 10 m. The improvement of the project involves the construction of a further 40 clusters, each consisting of a doublet which intercepts different depths (10 and 18 m). The models of the subsoil stratigraphy and of the groundwater were built using a numerical model. The groundwater flow and the piezometric surface in the current configuration of the barrier were studied and the project configuration was evaluated. Using the Aquitard drainage model, the land subsidence was estimated to calculate the maximum admissible displacement related to exhibited goods, the so called territorial vulnerability. The evaluation analysis was performed using a traditional deterministic approach, followed by a reliability method based on probabilistic models. Finally, the respective results were reported in a soil mapping with overlapping layers.
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References
Alimonti C, Lombardi M (2015) Reliability analysis for preliminary forecasts of hydrogeological unit productivity. Water Resour Manag 29(10):3771–3785. doi:10.1007/s11269-015-1028-5
Bhattacharya G, Jana D, Ojha S, Chakraborty S (2003) Direct search for minimum reliability index of earth slopes. Comput Geotech 30:455–462
Biot MA (1941) General theory of three-dimensional consolidation. J Appl Phys 12(2):155–164
Chaussard E, Wdowinski S, Cabral-Cano E, Amelung F (2014) Land subsidence in Central Mexico detected by ALOS InSAR time-series. Remote Sens Environ 140:94–106. doi:10.1016/j.rse.2013.08.038
Chen C, Pei S, Jiao JJ (2002) Land subsidence caused by groundwater exploitation in Suzhou City, China. Hydrogeol J 11:275–287. doi:10.1007/s10040-002-0225-5
Cheng Y, Li L, Chi S (2007) Performance studies on six heuristic global optimization methods in the location of critical slip surface. Comput Geotech 34:462–484
Criswell ME, Vanderbilt M (1987) Reliability-based design of transmission line structures: methods. Report EL-4793(1). Electric Power Research Institute, Palo Alto
Ellingwood B, Galambos TV, MacGregor JG, Cornell CA (1980) Development of probability-based load criterion for American national standard A58. Special publication 577. National Bureau of Standards, Washington, D.C.
Freudenthal AM (1951) Planning and interpretation of fatigue tests. Symposium on Statistical Aspects of Fatigue. ASTM Special Technical Publication
Freudenthal AM, Gumbel EJ (1956) Physical and statistical aspects of fatigue. Adv Appl Mech 4
Freudenthal AM, Garrelts JM, Shinozuka M (1966) The analysis of structural safety. J Struct Div ASCE 92(ST1):267–325
Galloway DL, Burbey TJ (2011) Review: regional land subsidence accompanying groundwater extraction. Hydrogeol J 19:1459–1486. doi:10.1007/s10040-011-0775-5
Galloway DL, Hudnut KW, Ingebritsen SE, Phillips SP, Peltzer G, Rogez F, Rosen PA (1998) Detection of aquifer system compaction and land subsidence using interferometric synthetic aperture radar, Antelope Valley, Mojave Desert, California. Water Resour Res 34(10):2573–2585
Guarascio M, Lombardi M, Rossi G, Sciarra G (2009) Geostatistics/ Reliability based Risk analysis of the Vajont landslide. WIT Trans Built Environ 108:607–615 ISSN: 17433509
Hamed MM, Conte JP, Bedient PB (1995) Probabilistic screening tool for groundwater contamination assessment. J Environ Eng ASCE 121(11):767–775
Holtz RD (1991) Stress distribution and settlement of shallow foundation. In: Fang HY (ed) Foundation engineering handbook, 2nd edn. Van Nostrand Rehinold, New York, pp 166–223
Huang B, Shu L, Yang YS (2012) Groundwater overexploitation causing land subsidence: hazard risk assessment using field observation and spatial modelling. Water Resour Manag 26:4225–4239. doi:10.1007/s11269-012-0141-y
Huber M (2013) Soil variability and its consequences in geotechnical engineering. Ph.D. thesis, Institute of Geotechnical Engineering, University of Stuttgart
Hung W, Hwang C, Liou J, Lin Y, Yang H (2012) Modeling aquifer-system compaction and predicting land subsidence in Central Taiwan. Eng Geol 147–148:78–90. doi:10.1016/j.enggeo.2012.07.018
Jacob CE (1940) On the flow of water in an elastic artesian aquifer. Am Geophys Un 21:574–586
Jacob CE (1950) Flow of ground water. In: Rouse H (ed) Engineering hydraulics: proceedings of the fourth hydraulics conference. Iowa Institute of Hydraulic Research, Iowa City
Khajehzadeh M, El-Shafie A, Taha MR (2010) Modified particle swarm optimization for probabilistic slope stability analysis. Int J Phys Sci 5:2248–2258
Leighton DA, Phillips SP (2003) Simulation of ground-water flow and land subsidence in the Antelope Valley ground-Water Basin, California, Water Resources Investigation Report 03–4016
Leonards GA (1975) Investigation of failures. J Geotech Eng Div 108(GT2):187–246
Li Y-C, Chen Y-M, Zhan TLT, Ling D-S, Cleall PJ (2010) An efficient approach for locating the critical slip surface in slope stability analyses using a real-coded genetic algorithm. Can Geotech J 47(7):806–820
Madsen HO, Krenk S, Lind NC (1986) Methods of structural safety. Prentice-Hall, Inc., Englewood Cliffs
Mantoglou A, Kourakos G (2007) Optimal groundwater remediation under Uncertainity using multi-objective optimization. Water Resour Manag 21:835–847. doi:10.1007/s11269-006-9109-0
Melchers RE (1987) Structural reliability, analysis and prediction. Ser. In Civ. Engrg. – Struct. Engrg. Section. Ellis Horwood, Ltd, Chichester
Moses F, Larrabee RD (1988) Calibration of draft RP2ALRFD for fixed platforms. Proceedings 20th Offshore Technology Conference, Houston, pp 171–180
Motagh M, Walter TR, Sharifi MA, Fielding E, Schenk A, Anderssohn J, Zschau J (2008) Land subsidence in Iran caused by widespread water reservoir overexploitation. Geophys Res Lett 35:L16403. doi:10.1029/2008GL033814
Mozer JD (1991) Task Committee on Structural Loadings, Guidelines for Electrical Transmission Line Structural Loading, Manual & Report on Engineering Practice, 74, ASCE, New York
Poeter E, Anderson D (2005) Multimodel ranking and inference in ground water modeling. Ground Water 43(4):597–605. doi:10.1111/j.1745-6584.2005.0061.x
Rojas R, Feyen L, Dassargues A (2008) Conceptual model uncertainty in groundwater modeling: combining generalized likelihood uncertainty estimation and Bayesian model averaging. Water Resour Res 44(12):n/a-n/a
Sengupta A, Upadhyay A (2009) Locating the critical failure surface in a slope stability analysis by genetic algorithm. Appl Soft Comput 9:387–392
Shen S, Xu Y (2011) Numerical evaluation of land subsidence induced by groundwater pumping in shanghai. Can Geotech J 48:1378–1392. doi:10.1139/T11-049
Shi X, Wu J, Ye S, Zhang Y, Xue Y, Wei Z, Li Q, Yu J (2008) Regional land subsidence simulation in Su-xi-Chang area and Shanghai City, China. Eng Geol 100:27–42. doi:10.1016/j.enggeo.2008.02.011
Sneed M, Brandt JT, Solt M (2014) Land subsidence, groundwater levels, and geology in the Coachella Valley, California, 1993–2010, scientific investigations report 2014–5075. ISSN 2328–0328
Sun H, Grandstaff D, Shagam R (1998) Land subsidence due to groundwater withdrawal: potential damage of subsidence and sea level rise in southern New Jersey, USA. Environ Geol 37(4):290–296
Tanelli G, Benvenuti M, Costagliola P, Mascaro I, Lascialfari S, Buccianti A, Rossato L, Bertoli M (2003) Studio della dispersione dell'arsenico nella Piana di Scarlino (GR), Convenzione fra l'Agenzia regionale per la protezione dell'ambiente della Toscana e il Dpt. di Scienze della Terra della Univ. di Firenze, Firenze: pubblicazione interna
Terzaghi K (1925) Settlement and consolidation of clay. Eng News-Rec 95:874–878
Thiel RS, Smith ME (2003) State of the practice review of heap leach pad design issues. Proc. GRI-18, Las Vegas, Nevada, USA 22:555–568
Wu J, Shi X, Ye S, Xue Y, Zhang Y, Yu J (2009) Numerical simulation of land subsidence induced by groundwater overexploitation in Su-xi-Chang area, China. Environ Geol 57:409–1421. doi:10.1007/s00254-008-1419-5
Xue J-F, Gavin K (2007) Simultaneous determination of critical slip surface and reliability index for slopes. J Geotech Geoenviron 133(7):878–886
Yang X-S, Gandomi AH et al (2013) Metaheuristics in water, geotechnical and transport engineering. Elsevier, Oxford, pp 43–78
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Alimonti, C., Lombardi, M., Cardarilli, M. et al. Reliability Analysis Applied on Land Subsidence Effects of Groundwater Remediation: Probabilistic vs. Deterministic Approach. Water Resour Manage 31, 1745–1758 (2017). https://doi.org/10.1007/s11269-017-1596-7
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DOI: https://doi.org/10.1007/s11269-017-1596-7