Data for: INCREMENTAL PROCEDURE METHOD FOR THE ANALYSIS OF GROUND REACTION DUE TO EXCAVATION OF A CIRCULAR TUNNEL BY CONSIDERING THE EFFECT OF OVERBURDEN DEPTH

Published: 19 Aug 2019 | Version 1 | DOI: 10.17632/2x95ff2b9z.1
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Description of this data

In this article, one can find the output diagrams that include the distribution of vertical stress (v), radial stress (r), tangential stress () and radial displacement (ur) along the distance ratio (r/R), and the input data that contain Tunnel excavation radius, R (m); Depth of tunnel crown, h (m); In-situ stress ratio, Ko; Unit weight, g (MPa/m); Elastic modulus, E (MPa); Poisson's ratio, ; Internal friction angle,  (deg.); Dilation angle,  (deg.); Cohesion, c (MPa); Clockwise angle in polar coordinate , (deg.); and Confinement loss,  .

Experiment data files

This data is associated with the following publication:

Incremental procedure method for the analysis of ground reaction due to excavation of a circular tunnel by considering the effect of overburden depth

Published in: Tunnelling and Underground Space Technology incorporating Trenchless Technology Research

Latest version

  • Version 1

    2019-08-19

    Published: 2019-08-19

    DOI: 10.17632/2x95ff2b9z.1

    Cite this dataset

    LEE, Yu Lin (2019), “Data for: INCREMENTAL PROCEDURE METHOD FOR THE ANALYSIS OF GROUND REACTION DUE TO EXCAVATION OF A CIRCULAR TUNNEL BY CONSIDERING THE EFFECT OF OVERBURDEN DEPTH”, Mendeley Data, v1 http://dx.doi.org/10.17632/2x95ff2b9z.1

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Categories

Geotechnical Engineering, Civil Engineering, Tunneling

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The files associated with this dataset are licensed under a Public Domain Dedication licence.

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