2026-10-12T03:41:19Z https://data.mendeley.com/oai

oai:data.mendeley.com/2x95ff2b9z.1 2019-08-19T09:52:09Z

LEE, Yu Lin 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 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,  . Geotechnical Engineering Civil Engineering Tunneling Dataset doi:10.17632/2x95ff2b9z.1 oai:data.mendeley.com/2x95ff2b9z.1 Public Domain Dedication http://creativecommons.org/publicdomain/zero/1.0/ https://data.mendeley.com/datasets/2x95ff2b9z 2019-08-19T09:52:09Z