Centrifuge model testing of tunnelling-induced ground and pile deformations

Article Properties
  • Language
    English
  • DOI (url)
    10.1680/geot.2000.50.3.283
  • Publication Date
    2000/06/01
  • Journal
    Géotechnique
  • Indian UGC (journal)
  • Refrences
    15
  • Citations
    176
  • N. Loganathan University of Sydney
  • H. G. Poulos Coffey Geosciences Pty. Ltd. and University of Sydney
  • D. P. Stewart University of Western Australia
Abstract
Cite
Loganathan, N., et al. “Centrifuge Model Testing of Tunnelling-Induced Ground and Pile Deformations”. Géotechnique, vol. 50, no. 3, 2000, pp. 283-94, https://doi.org/10.1680/geot.2000.50.3.283.
Loganathan, N., Poulos, H. G., & Stewart, D. P. (2000). Centrifuge model testing of tunnelling-induced ground and pile deformations. Géotechnique, 50(3), 283-294. https://doi.org/10.1680/geot.2000.50.3.283
Loganathan, N., H. G. Poulos, and D. P. Stewart. “Centrifuge Model Testing of Tunnelling-Induced Ground and Pile Deformations”. Géotechnique 50, no. 3 (2000): 283-94. https://doi.org/10.1680/geot.2000.50.3.283.
Loganathan N, Poulos HG, Stewart DP. Centrifuge model testing of tunnelling-induced ground and pile deformations. Géotechnique. 2000;50(3):283-94.
Journal Categories
Technology
Engineering (General)
Civil engineering (General)
Technology
Engineering (General)
Civil engineering (General)
Engineering geology
Rock mechanics
Soil mechanics
Underground construction
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Refrences
Title Journal Journal Categories Citations Publication Date
Proceedings of Centrifuge 1991 1991
Proceedings of Centrifuge 1991 1988
Proc. 10th Int. Conf. Soil Mech. Found. Engng 1981
Proc. Tunnelling '79 1979
Proc. 7th Int. Conf. Soil Mech. Found. Engng 1969
Citations
Title Journal Journal Categories Citations Publication Date
Prediction of tunnel localized water leakage influences on adjacent lateral pile responses in saturated clay Acta Geotechnica
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Greenfield settlements due to tunnelling using tunnel boring machine (TBM) in layered soils: a parametric study Sādhanā
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 1 2024
Analytical solution for consolidation of saturated viscoelastic soils around tunnels with general Voigt model Computers and Geotechnics
  • Science: Mathematics: Instruments and machines: Electronic computers. Computer science
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  • Science: Geology
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Insights from 3D numerical simulations on the impact of tunnelling on vertical and battered pile groups under lateral loading Computers and Geotechnics
  • Science: Mathematics: Instruments and machines: Electronic computers. Computer science
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  • Science: Mathematics: Instruments and machines: Electronic computers. Computer science
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Evaluation of response mechanisms in an elevated pile group subjected to lateral loading caused by twin-tunnelling Computers and Geotechnics
  • Science: Mathematics: Instruments and machines: Electronic computers. Computer science
  • Technology: Engineering (General). Civil engineering (General): Engineering geology. Rock mechanics. Soil mechanics. Underground construction
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 2024
Citations Analysis
Category Category Repetition
Technology: Engineering (General). Civil engineering (General)118
Technology: Engineering (General). Civil engineering (General): Engineering geology. Rock mechanics. Soil mechanics. Underground construction67
Science: Geology45
Technology: Building construction: Architectural engineering. Structural engineering of buildings40
Science: Mathematics: Instruments and machines: Electronic computers. Computer science15
Technology: Electrical engineering. Electronics. Nuclear engineering: Materials of engineering and construction. Mechanics of materials9
Technology: Engineering (General). Civil engineering (General): Mechanics of engineering. Applied mechanics7
Science: Chemistry7
Science: Geology: Petrology7
Science: Geology: Mineralogy7
Science: Mathematics6
Technology: Building construction6
Science: Physics4
Technology: Technology (General): Industrial engineering. Management engineering4
Technology: Chemical technology4
Science4
Science: Science (General)4
Technology: Mining engineering. Metallurgy4
Science: Biology (General)3
Science: Chemistry: General. Including alchemy3
Technology: Mechanical engineering and machinery2
Technology: Engineering (General). Civil engineering (General): Transportation engineering2
Technology: Mechanical engineering and machinery: Renewable energy sources1
Geography. Anthropology. Recreation: Environmental sciences1
Technology: Environmental technology. Sanitary engineering1
Science: Biology (General): Ecology1
Medicine1
Science: Mathematics: Instruments and machines1
Technology: Electrical engineering. Electronics. Nuclear engineering: Electronics1
Science: Physics: Meteorology. Climatology1
Technology: Hydraulic engineering: River, lake, and water-supply engineering (General)1
Technology: Chemical technology: Oils, fats, and waxes: Petroleum refining. Petroleum products1
Technology1
Medicine: Therapeutics. Pharmacology1
Science: Chemistry: Organic chemistry1
Technology: Chemical technology: Polymers and polymer manufacture1
Technology: Technology (General): Industrial engineering. Management engineering: Applied mathematics. Quantitative methods1
Technology: Hydraulic engineering1
The category Technology: Engineering (General). Civil engineering (General) 118 is the most commonly referenced area in studies that cite this article. The first research to cite this article was titled Ultimate Soil Pressures for Piles Subjected to Lateral Soil Movements and was published in 2002. The most recent citation comes from a 2024 study titled Prediction of tunnel localized water leakage influences on adjacent lateral pile responses in saturated clay. This article reached its peak citation in 2022, with 24 citations. It has been cited in 61 different journals, 16% of which are open access. Among related journals, the Tunnelling and Underground Space Technology cited this research the most, with 28 citations. The chart below illustrates the annual citation trends for this article.
Citations used this article by year