nach oben

Erschienen in:

2021 | OriginalPaper | Buchkapitel

Interaction of Transmission Tower Footing with Twin Rock Tunnel

verfasst von : Mohammad Zaid, Mohd. Faraz Athar, Md. Rehan Sadique

Erschienen in: Advances in Geotechnics and Structural Engineering

Verlag: Springer Singapore

Einloggen

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

search-config

KI-gestützte Suche

Aus

Abstract

Stability of transmission towers against all odds is always a challenging task in electricity distribution network. Foundation settlement of transmission tower beyond permissible limit, due to any ground related issue, is undesirable. On the other hand, excavation in rock for tunneling purposes are on swing in hilly and terai belts. To facilitate the demand of sustainable development, engineers have been forced to construct tunnels, even beneath the existing tunnels in different cities. The present study has been focused on stability analysis of transmission tower footing considering rock-structure-interaction. Finite element analysis has been adopted to carried using Abaqus. A 2D elastoplastic numerical model of width 30 m has been generated with two tunnels of diameter 5 m lying over each other. Tunnels are considered to be excavated in fresh and highly weathered basalt modeled using Mohr column failure criterion. On top of the ground, a transmission tower has been considered resting on concrete footing of 4.5 m. Analysis has been done varying spacing between tunnels as 4, 8, 12, and 16 m. Outcome shows that relative deformation and principal strain has inversely proportional to the spacing between the tunnels. The study concludes that the loads transferred from the transmission tower footing to the tunnels has significant effect. Tunnels are more stable when spacing between them are kept reasonably larger but if we have to construct tunnels with less spacing greater emphasis should be given on design and precision of construction method.

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

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

über 67.000 Bücher
über 340 Zeitschriften

aus folgenden Fachgebieten:

Bauwesen + Immobilien
Business IT + Informatik
Finance + Banking
Management + Führung
Marketing + Vertrieb
Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Vorheriges Kapitel To Study the Mechanical and Thermal Behaviour of Hollow Core Slab

Nächstes Kapitel Fluid–Structure Idealization in Intze Tank under Seismic Loads

IS4091. Code of practice for design and construction of foundations for transmission line towers and poles

Adams JI, Klym TW (1972) A study of anchorages for transmission tower foundations. Can Geotech J 9:89–104CrossRef

Pacheco MP, Danziger FAB, Pinto CP (2008) Design of shallow foundations under tensile loading for transmission line towers: an overview. Eng Geol 101:226–235CrossRef

Guo L et al (2016) Cooling effects of thermosyphons in tower foundation soils in permafrost regions along the Qinghai-Tibet Power Transmission Line from Golmud, Qinghai Province to Lhasa, Tibet Autonomous Region, China. Cold Reg Sci Technol 121:196–204CrossRef

You Y et al (2016) In-situ monitoring the thermal regime of foundation backfill of a power transmission line tower in permafrost regions on the Qinghai-Tibet Plateau. Appl Therm Eng 98:271–279CrossRef

Yuan G, Yang B, Huang Z, Tan X (2018) Experimental study on the stability of the transmission tower with hybrid slab foundation. Eng Struct 162:151–165CrossRef

Zaid M, Talib A, Sadique MR (2020) Effect of joint orientation on the seismic stability of rock slope with transmission tower. In: Latha Gali M, Raghuveer Rao P (eds) Geohazards. Lecture Notes in Civil Engineering, vol 86. Springer, Singapore. https://doi.org/10.1007/978-981-15-6233-4_118

Naqvi MW, Akhtar MF, Zaid M, Sadique MR (2021) Effect of superstructure on the stability of underground tunnels. Transp Infrastruct Geotech 8:142–161. https://doi.org/10.1007/s40515-020-00119-6

Zaid M, Rehan Sadique M (2021) A simple approximate simulation using Coupled Eulerian–Lagrangian (CEL) simulation in investigating effects of internal blast in rock tunnel. Indian Geotech J. https://doi.org/10.1007/s40098-021-00511-0

10.

Zaid M, Sadique MR, Alam MM (2021) Blast analysis of tunnels in Manhattan-Schist and Quartz-Schist using coupled-Eulerian–Lagrangian method. Innov Infrastruct Solut 6:69. https://doi.org/10.1007/s41062-020-00446-0

11.

Zaid M, Mishra S (2021) Numerical analysis of shallow tunnels under static loading: a finite element approach. Geotech Geol Eng. https://doi.org/10.1007/s10706-020-01647-1

12.

He G, Yang L, Ling G, Jia F, Hong J (1991) Mining subsidence theory. China University of Mining & Technology Publisher, Xuzhou

13.

Shi Z (1997) Subsidence transmission line tower in a straight line basis for selfreliance and settlement programs to deal with. Shanxi Electr Power 17:18–20

14.

Guo G (1999) Research on stability of buildings over mined gob and treatment measures. China University of Mining & Technology, Xuzhou

15.

Zhen B, Guo W, Cai H (2009) Research on mining technology under hv transmission tower. Mod Min 1:86–90

16.

Zhao H (1989) High-voltage transmission tower under the projections and the feasibility of mining practice. Shandong Coal Sci Technol 4:53–60

17.

Sun J (2004) Experience and measure for design the transmission line in empty coal mine. Shanxi Electr Power 3:13–40

18.

Li F, Guo G, Den K (2002) Prediction method for influence of mining subsidence on overhead power transmission line and its application. Min Saf Environ Prot 29:18–20

19.

Zhang L, Wang Y (2002) Study on mining under high voltage transmission tower. Hebei Coal 4:12–30

20.

Zhang J, Yang K, Wang Y, Tang Y (2006) Research on foundation treatment of high voltage transmission towers erected above goaf of coal mine. Power Syst Technol 30:20–34

21.

Kuang MM (2002) Analysis of foundation rectification method of 220 kV Tower 012 on Sihui Duanzhou line. Guangdong Electr. Power 15:67–90

22.

Yuan G, Yang G, Zhang Y (2009) Influence regularities of ground deformation on internal force and structure deformation of transmission tower. J China Coal Soc 34:1043–1047

23.

Yuan G, Zhang Y, Chen J, Shu Q (2010) Reliability assessment of transmission tower in mining subsidence area. Power Syst Technol 1:214–218

24.

Zhang X (2009) Research on the deformation resistant performance and technology of the crossing tower with complex foundation in subsidence area. Xuzhou China University Min, Technol

25.

Liu L (2008) Research on the deformation resistant technology for the new constructed self-support transmission angle tower in goaf area. Xuzhou China Univ Min Technol

26.

Liu T (1999) Research on the failure mechanism and deformation resistance of selfsupporting transmission tower in goaf area. Xuzhou China Univ Min Technol

27.

Yang F, Yang J, Han J, Zhang Z (2009) Bearing capacity computation of UHV transmission tower with foundation deformation above coal of goaf mine. Proc CSEE 29:100–106

28.

Sun J (1997) Elementary introduction about full scale test. Electr Power Constr, pp 11–13

29.

Zaid M, Sadique MR, Samanta M (2020) Effect of unconfined compressive strength of rock on dynamic response of shallow unlined tunnel. SN Appl Sci 2:2131. https://doi.org/10.1007/s42452-020-03876-8

30.

Zaid M, Sadique MR (2020) Blast resistant behaviour of tunnels in sedimentary rocks. Int J Prot Struct. https://doi.org/10.1177/2041419620951211

31.

Zaid M, Sadique MR (2021) The response of rock tunnel when subjected to blast loading: finite element analysis. Eng Rep 3:e12293. https://doi.org/10.1002/eng2.12293

32.

Zaid M, Sadique MR (2020) Numerical modeling of internal blast loading on a rock tunnel. Adv Comput Des 5(4):417–443. https://doi.org/10.12989/ACD.2020.5.4.417

33.

Zaid M, Sadique MR, Alam MM, Samanta M (2020) Effect of shear zone on dynamic behavior of rock tunnel constructed in highly weathered granite. Geomech Eng 23(3):245–259. https://doi.org/10.12989/GAE.2020.23.3.245

34.

Addenbrooke TI, Potts DM (2001) Twin tunnel interaction: surface and subsurface effects. Int J Geomech 1:249–271CrossRef

35.

Ng CW, Lee KM, Tang DK (2004) Three-dimensional numerical investigations of new Austrian tunnelling method (NATM) twin tunnel interactions. Can Geotech J 41:523–539CrossRef

36.

Chehade FH, Shahrour I (2008) Numerical analysis of the interaction between twin-tunnels: Influence of the relative position and construction procedure. Tunn Undergr Sp Technol 23(2):210–214CrossRef

37.

Do NA, Dias D, Oreste P, Djeran-Maigre I (2014) Three-dimensional numerical simulation of a mechanized twin tunnels in soft ground. Tunn Undergr Sp Technol 42:40–51CrossRef

38.

Shirinabadi R, Moosavi E (2016) Twin tunnel behavior under static and dynamic loads of Shiraz metro, Iran. J Min Sci 52:461–472CrossRef

39.

Zhang R, Xiao Y, Zhao M, Zhao H (2019) Stability of dual circular tunnels in a rock mass subjected to surcharge loading. Comput Geotech 108:257–268CrossRef

40.

Zaid M, Khan MA, Sadique MR (2019) Dynamic response of weathered jointed rock slope having the transmission tower. In: Proceedings of national conference on advances in structural technology, vol 1, pp 414–422

41.

Zaid M, Talib A, Md. Rehan Sadique (2018) Stability analysis of rock slope having transmission tower. IJRECE 6

42.

Zaid M, Sadique MR (2019) Effect of joint orientation and weathering on static stability of rock slope having transmission tower. In: 7th Indian young geotechnical engineers conference—7IYGEC 2019 15–16 March 2019, NIT Silchar, Assam, India Silchar

43.

Zaid M, Mishra S, Rao KS (2020) Finite element analysis of static loading on urban tunnels. In: Latha Gali M, PRR (eds) Geotechnical Characterization and Modelling. Lecture Notes in Civil Engineering, vol 85. Springer, Singapore. https://doi.org/10.1007/978-981-15-6086-6_64

44.

Gahoi A, Zaid M, Mishra S, Rao KS (2017) Numerical analysis of the tunnels subjected to impact loading. In: Proceedings of 7th Indian Rock Conference 2017 (IndoRock2017)

45.

Athar MF, Zaid M, Sadique MR (2019) Stability of different shapes of tunnels in weathering stages of Basalt. In: Proceedings of national conference on advances in structural technology, pp 320–327

46.

Zaid M, Athar MF, Sadique MR (2021) Effect of rock weathering on the seismic stability of different shapes of the tunnel. In: Proceedings of the Indian Geotechnical Conference 2019. Lecture Notes in Civil Engineering, vol 137. https://doi.org/10.1007/978-981-33-6466-0_59

47.

Zaid M, Naqvi MW, Sadique MR (2021) Stability of arch tunnel in different magnitude of earthquake with effect of weathering in Western Ghats of India. In: Proceedings of the Indian Geotechnical Conference 2019. Lecture Notes in Civil Engineering, vol 138. https://doi.org/10.1007/978-981-33-6564-3_40

48.

Zaid M, Sadique MR (2020) Dynamic analysis of tunnels in Western Ghats of Indian Peninsula: effect of shape and weathering. In: Pathak KK, Bandara JMSJ, Agrawal R (eds) Recent Trends in Civil Engineering. Lecture Notes in Civil Engineering, vol 77. Springer, Singapore. https://doi.org/10.1007/978-981-15-5195-6_57

Titel: Interaction of Transmission Tower Footing with Twin Rock Tunnel
verfasst von: Mohammad Zaid
Mohd. Faraz Athar
Md. Rehan Sadique
Verlag: Springer Singapore
Buch: Advances in Geotechnics and Structural Engineering
Print ISBN: 978-981-336-968-9

Electronic ISBN: 978-981-336-969-6

Copyright-Jahr: 2021
DOI: https://doi.org/10.1007/978-981-33-6969-6_18

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"

Springer Professional "Wirtschaft"