nach oben

Bulletin of Engineering Geology and the Environment

Erschienen in:

09.05.2016 | Original Paper

Deformation and failure of the Xiaochatou Landslide under rapid drawdown of the reservoir water level based on centrifuge tests

verfasst von: Lei Fan, Guangcheng Zhang, Bo Li, Huiming Tang

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 3/2017

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config

KI-gestützte Suche

Aus

Abstract

The deformation and failure mechanism of landslides caused by reservoir water operations is a significant problem that is being addressed by researchers. The Xiaochatou Landslide in the Wudongde Reservoir area is taken as an example for the performance of centrifugal model tests under gravel conditions with the rapid drawdown of the reservoir water level. The data concerning the displacement and pore water pressure during this process show that the Xiaochatou Landslide, which is a complex landslide containing a shallow slide mass, middle slide mass and deep slide mass, is extremely sensitive to the rapid drawdown of the water level. The centrifuge tests show that the shallow slide mass will fail and that the middle slide mass will suffer a large displacement after a rapid decrease in the reservoir water level. Furthermore, the Xiaochatou Landslide exhibits the characteristics of retrogressive failure.

Vorheriger Artikel Geotechnical assessment of a slope stability problem in the Citlakkale residential area (Giresun, NE Turkey)

Nächster Artikel Influence of uncertainty in the initial groundwater table on long-term stability of reservoir landslides

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

über 67.000 Bücher
über 390 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Maschinenbau + Werkstoffe

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

über 102.000 Bücher
über 537 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Finance + Banking
Management + Führung
Marketing + Vertrieb
Maschinenbau + Werkstoffe
Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Baker R, Rydman S, Talesnick M (1993) Slope stability analysis for undrained loading conditions. Int J Numer Anal Methods Geomech 17:15–43CrossRef

Berilgen MM (2007) Investigation of stability of slopes under drawdown conditions. Comput Geotech 34:81–91CrossRef

Bishop AW (1954) The use of pore pressure coefficients in practice. Geotechnique 4:148–152CrossRef

Cividini A, Gioda G (1984) Approximate F. E. analysis of seepage with a free surface. Int J Numer Anal Methods Geomech 8:549–566CrossRef

Dawson EM, Roth WH, Drescher A (1999) Slope stability analysis by strength reduction. Geotechnique 49(6):835–840CrossRef

Desai CS (1972) Seepage analysis of earth banks under drawdown. J Soil Mech Found Div 98(11):1143–1162

Desai CS (1977) Drawdown analysis of slopes by numerical method. J Geotech Eng Div 103(6):667–676

Duncan JM, Wrigth SG, Wong KS (1990) Slope stability during rapid drawdown. In: Proceedings of the H. Bolton seed memorial symposium, vol 2, pp 253–272

Duncan JM, Wright SG, Brandon TL (2014) Soil strength and slope stability. Wiley, Hoboken, New Jersy

Gong WP, Wang L, Khoshnevisan S, Juang CH, Huang HW, Zhang J (2014) Robust geotechnical design of earth slopes using fuzzy sets. J Geotech Geoenviron Eng 141(1):04014084CrossRef

Griffiths DV, Lane PA (1999) Slope stability analysis by finite elements. Geotechnique 49(3):387–403CrossRef

Hu XL, Zhang M, Sun M et al (2015) Deformation characteristics and failure mode of the Zhujiadian landslide in the Three Gorges Reservoir, China. Bull Eng Geol Environ 74(1):1–12CrossRef

Jia GW, Zhan TL, Chen YM, Fredlund DG (2009) Performance of a large-scale slope model subjected to rising and lowering water levels. Eng Geol 106(1):92–103CrossRef

Jiang JW, Ehret D, Xiang W, Rohn J, Huang L, Yan SJ, Bi RN (2011) Numerical simulation of Qiaotou Landslide deformation caused by drawdown of the Three Gorges Reservoir, China. Environ Earth Sci 62:411–419CrossRef

Jiao YY, Zhang HQ, Tang HM et al (2014) Simulating the process of reservoir-impoundment-induced landslide using the extended DDA method. Eng Geol 182:37–48CrossRef

Kim JM, Sitar N (2013) Reliability approach to slope stability analysis with spatially correlated soil properties. Soils Found 53(1):1–10CrossRef

Lane PA, Griffiths DV (2000) Assessment of stability of slopes under drawdown conditions. J Geotech Geoenviron Eng 126(5):443–450CrossRef

Li SJ, Knappett JA, Feng XT (2008) Centrifugal test on slope instability influenced by rise and fall of reservoir water level. Chin J Rock Mech Eng 27(8):1586–1593

Liao HJ, Sheng Q, Gao SH, Xu ZP (2005) Influence of drawdown of reservoir water level on landslide stability. Chin J Rock Mech Eng 24:3454–3458

Liu XX, Xia YY, Lian C, Zhang KP (2005) Research on method of landslide stability valuation during sudden drawdown of reservoir level. Rock Soil Mech 26(1427–1431):1436

Lowe J, Karafiath L (1960) Stability of earth dams upon drawdown. In: Proceedings of the first Panamerican conference on soil mechanics and foundation engineering, Mexico City, vol 2, pp 537–552

Lowe J, Karafiath L (1980) Effect of anisotropic consolidation on the undrained shear strength of compacted clays. Paper presented at research conference on shear strength of cohesive soils. American Society of Civil Engineers, Boulder, CO

Luo XQ, Liu DF, Wu J et al (2005) Model test study on landslide under rainfall and reservoir water fluctuation. Chin J Rock Mech Eng 24(14):2476–2483

Morgenstern NR (1963) Stability charts for earth slopes during rapid drawdown. Geotechnique 13:121–131CrossRef

Pauls GJ, Karlsauer E, Christiansen EA, Wigder RA (1999) A transient analysis of slope stability following drawdown after flooding of highly plastic clay. Can Geotech J 36:1151–1171CrossRef

Picarelli L, Versace P, Olivares L et al (2009) Prediction of rainfall-induced landslides in unsaturated granular soils for setting up of early warning systems. In: Proceedings of the 2007 International Forum on Landslide Disaster Management, vol 1, Hong Kong, pp 643–665

Qi SW, Yan F, Wang S (2006) Characteristics, mechanism and development tendency of deformation of Maoping landslide after commission of Geheyan reservoir on the Qingjiang River, Hubei Province, China. Eng Geol 86(1):37–51CrossRef

Reinius E (1954) The stability of the slopes of earth dams. Geotechnique 5:181–189CrossRef

Stephenson D (1978) Drawdown in embankments. Geotechnique 28:273–280CrossRef

Skempton AW (1954) The pore pressure coefficients A and B. Geotechnique 4:143–147CrossRef

Svano G, Nordal S (1987) Undrained effective stability analysis. In: Proceedings of the ninth European conference on soil mechanics and foundation, Dublin

US Army Corps of Engineers (2003) Engineering and design manual—slope stability. Engineer Manual EM 1110-2-1902, Department of the Army, Corps of Engineers, Washington (DC)

Wang HL, Xu WY (2013) Stability of Liangshuijing landslide under variation water levels of Three Gorges Reservoir. Eur J Environ Civ Eng 17:S158–S173CrossRef

Wang SJ, Ma FS, Du YL (1996) On the rock–water interaction in reservoir areas and its geoenvironmental effect. J Eng Geol 4(3):1–9

Wang ST, Liu HC, Zhang ZY et al (1997) Research on the water rock interaction and its environmental effects in reservoir areas. J Geol Hazards Environ Preserv 8(1):69–89

Wang L, Hwang JH, Juang CH, Atamturktur S (2013) Reliability-based design of rock slopes—a new perspective on design robustness. Eng Geol 154:56–63CrossRef

Wright SG, Duncan JM (1987) An examination of slope stability computation procedures for sudden drawdown. US Army Corps Engineering. Waterway Experiment Station, Vicksburg

Yin YP, Peng XM (2007) Failure mechanism on Qianjiangping landslide in the Three Gorges Reservoir region. Hydrogeol Eng Geol 34(3):51–54

Titel: Deformation and failure of the Xiaochatou Landslide under rapid drawdown of the reservoir water level based on centrifuge tests
verfasst von: Lei Fan
Guangcheng Zhang
Bo Li
Huiming Tang
Publikationsdatum: 09.05.2016
Verlag: Springer Berlin Heidelberg
Erschienen in: Bulletin of Engineering Geology and the Environment / Ausgabe 3/2017
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI: https://doi.org/10.1007/s10064-016-0895-1

Springer Professional

Abstract

Bitte loggen Sie sich ein, um Zugang zu Ihrer Lizenz zu erhalten.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Technik"

Springer Professional "Wirtschaft+Technik"

Weitere Artikel der Ausgabe 3/2017

Risk management by geotechnical monitoring for safe excavation of a large rock cavern: a case study

Set pair analysis for risk assessment of water inrush in karst tunnels

Influence of initial dry density and water content on the soil–water characteristic curve and suction stress of a reconstituted loess soil

Hazard assessment of potentially dangerous bodies within a cliff based on the Fuzzy-AHP method: a case study of the Mogao Grottoes, China

Uncertainties in estimating the roughness coefficient of rock fracture surfaces

The effect of weathering on durability and deformability properties of granitoid rocks