nach oben

Rock Mechanics and Rock Engineering

Erschienen in:

11.02.2020 | Original Paper

Analysis of the Abutment Movements of High Arch Dams due to Reservoir Impoundment

verfasst von: Shouguang Wang, Yaoru Liu, Qiang Yang, Xingwang Wang

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 5/2020

Einloggen

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

search-config

KI-gestützte Suche

Aus

Abstract

The deformation of mountains induced by reservoirs around high arch dams may influence the safety of those arch dams, but the underlying mechanisms of this phenomenon have not yet been elucidated. The abutment movements of the Jinping-I and Xiluodu arch dams during reservoir impoundment are analyzed systematically in this paper, and the analysis reveals that impoundment led to basin irreversible uplifts. The underlying mechanisms are analyzed from the viewpoint of the constitutive relation of rock mechanics. Based on the theories of poroelasticity and poroplasticity, the effective stress principle of rock is deduced considering the effect of high pore pressure. The modified nonlinear finite element program TFINE is used to simulate the abutment movements of the Jinping-I arch dam, and the calculated values are in accordance with the measured values, verifying the validity of the revised effective stress principle.

Vorheriger Artikel Evaluation of Maximum Rockfall Dimensions Based on Probabilistic Assessment of the Penetration of the Sliding Planes into the Slope

Nächster Artikel The Effect of Stress Wave Interaction and Delay Timing on Blast-Induced Rock Damage and Fragmentation

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

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

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

Barker C (1972) Aquathermal pressuring–role of temperature in development of abnormal-pressure zones. AAPG Bull 56(10):2068–2071

Barla G (2009) Long term behaviour of the Beauregard dam (Italy) and its interaction with a deep-seated gravitational slope deformation. In: 5th Colloquium Rock Mechanics – Theory and Practice (invited keynote lecture). Vienna University of Technology, Austria

Barla G, Ballatore S, Chiappone A et al (2006) The Beauregard Dam (Italy) and the deep seated gravitational deformation on the left slope. In: Bing F (ed) Hydropower 2006 – International Conference, Kunming, China

Barla G, Antolini F, Barla M et al (2010) Monitoring of the Beauregard landslide (Aosta Valley, Italy) using advanced and conventional techniques. Eng Geol 116(3):218–235CrossRef

Bernabe Y (1986) The effective pressure law for permeability in Chelmsford granite and Barre granite. Int J Rock Mech Min Geomech Abstracts 23(3):267–275 (Pergamon) CrossRef

Bernabe Y (1987) The effective pressure law for permeability during pore pressure and confining pressure cycling of several crystalline rocks. J Geophys Res-Sol Ea 92(B1):649–657CrossRef

Biot MA (1955) Theory of elasticity and consolidation for a porous anisotropic solid. J Appl Phys 26(2):182–185CrossRef

Bishop AW (1959) The principle of effective stress. Teknisk ukeblad 39:859–863

Cheng AH, Detournay E, Abousleiman Y (2016) Poroelasticity, vol 27. Springer, SwitzerlandCrossRef

Cheng L, Liu YR, Yang Q (2017) Mechanism and numerical simulation of reservoir slope deformation during impounding of high arch dams based on nonlinear FEM. Comput Geotech 81:143–154CrossRef

Christensen NI, Wang HF (1985) The influence of pore pressure and confining pressure on dynamic elastic properties of Berea sandstone. Geophysics 50(2):207–213CrossRef

Coussy O (2004) Poromechanics. Wiley, New Jersey

Dickinson G (1953) Geological aspects of abnormal reservoir pressures in Gulf Coast Louisiana. AAPG Bull 37(2):410–432

Ellsworth WL (2013) Injection-induced earthquakes. Science 341(6142):1225942CrossRef

Garat J, Krief M, Stellingwerf J et al (1990) A petrophysical interpretation using the velocities of P and S waves (full-waveform sonic). Log Anal 31(6):355–369

Geertsma J (1956) The effect of fluid pressure decline on volumetric changes of porous rocks. In: Petroleum Branch Fall Meeting, Los Angeles, California

Geertsma J, Smit DC (1961) Some aspects of elastic wave propagation in fluid-saturated porous solids. Geophysics 26(2):169–181CrossRef

Hubbert MK, Rubey WW (1960) Role of fluid pressure in mechanics of overthrust faulting. Geol Soc Am Bull 71(5):617–628CrossRef

Liu Y, Wang C, Yang Q (2012) Stability analysis of soil slope based on deformation reinforcement theory. Fin Elem Anal Des 58:10–19CrossRef

Lombardi EG (2004) Ground-water induced settlements in rock masses and consequences for dams. IALAD-Integrity Assess Large Concrete Dams Zurich 24:1–17

Nur A (1992) Critical porosity and the seismic velocity in rocks. EOS Trans AGU 73(01):43–66

Nur A, Mavko G, Dvorkin J et al (1998) Critical porosity: a key to relating physical properties to porosity in rocks. Lead Edge 17(3):357–362CrossRef

Paronuzzi P, Rigo E, Bolla A (2013) Influence of filling-drawdown cycles of the Vajont reservoir on Mt.Toc slope stability. Geomorphology 191(5):75–93CrossRef

Prasad M, Manghnani MH (1997) Effects of pore and differential pressure on compressional wave velocity and quality factor in Berea and Michigan sandstones. Geophysics 62(4):1163–1176CrossRef

Raleigh CB, Healy JH, Bredehoeft JD (1976) An experiment in earthquake control at Rangely, Colorado. Science 191(4233):1230–1237CrossRef

Skempton A (1960) Effective stress in soils, concrete and rocks. Pore Pressure and Suction in Soils. Butterworths, London, pp 4–16

Song SW, Xiang BY, Yang JX et al (2010) Stability analysis and reinforcement design of high and steep slopes with complex geology in abutment of Jinping I hydropower station. Chin J Rock Mech Eng 29(3):442–458 (in Chinese)

Tang CA, Li L, Xu N et al (2015) Microseismic monitoring and numerical simulation on the stability of high-steep rock slopes in hydropower engineering. J Rock Mech Geotech Eng 7(5):493–508CrossRef

Terzaghi K (1923) Die Berechnung der Durchlaessigkeitsziffer des Tones aus dem Verlauf der hydrodynamischen Spannungserscheinungen. Sitzungsbericht Akad Wiss 132:105–124

Terzaghi K (1936) The shearing resistance of saturated soils and the angle between the planes of shear. First Intern Conf Soil Mech 1:54–59

Tezuka M, Kataoka K, Shigemitsu Y (2000) Long-term behavior of Kurobe dam and its foundation rock. Trans Int Congr Large Dams 3:3419–3443

Yang J, Hu DX, Guan WH (2005) Analysis of high slope rock deformation and safety performance for left bank of Lijiaxia arch dam. Chin J Rock Mech Eng 24(19):3551–3560 (in Chinese)

Yang Q, Pan YW, Chen L et al (2015a) Impounding influence of slope and foundation deformation on high arch dam. Chin J Rock Mech Eng 34:3979–3986 (in Chinese)

Yang Q, Pan YW, Liu YR et al (2015b) Impounding deformation analysis for jointed rock slope based on generalized effective stress. In: 49th US Rock Mechanics/Geomechanics Symposium. San Francisco, California

Zhang YT (2003) Analysis on several catastrophic failures of hydraulic projects in view of rock hydraulics. J Hydraul Eng 34(5):1–9 (in Chinese)

Zhang C, Wang RK, Tang XJ (2016) Safety evaluation of Xiluodu ultra-high arch dam during the initial impoundment period. J Hydraul Eng 47(1):85–93 (in Chinese)

Titel: Analysis of the Abutment Movements of High Arch Dams due to Reservoir Impoundment
verfasst von: Shouguang Wang
Yaoru Liu
Qiang Yang
Xingwang Wang
Publikationsdatum: 11.02.2020
Verlag: Springer Vienna
Erschienen in: Rock Mechanics and Rock Engineering / Ausgabe 5/2020
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI: https://doi.org/10.1007/s00603-020-02059-6

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 "Wirtschaft+Technik"

Springer Professional "Technik"

Weitere Artikel der Ausgabe 5/2020

Geometry and Filling Features of Hydraulic Fractures in Coalbed Methane Reservoirs Based on Subsurface Observations

Relocating Acoustic Emission in Rocks with Unknown Velocity Structure with Machine Learning

Evaluation of Maximum Rockfall Dimensions Based on Probabilistic Assessment of the Penetration of the Sliding Planes into the Slope

Two-Dimensional Discrepancies in Fracture Geometric Factors and Connectivity Between Field-Collected and Stochastically Modeled DFNs: A Case Study of Sluice Foundation Rock Mass in Datengxia, China

Numerical Modelling of Fully Grouted Rockbolts Subjected to Shear Load

Investigation of the Heat-Treatment Effect on Rock Fragmentation Characteristics Using the Dynamic Ball Compression Test