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 August 2019| Version 1 | DOI: 10.17632/2x95ff2b9z.1
Contributor:
Yu Lin LEE

Description

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,  .

Files

Categories

Geotechnical Engineering, Civil Engineering, Tunneling

Licence