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

View Dataset
LEE, Yu Lin

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,  .

Citations (0)

Mentions (0)

Metrics

Dataset Index

0.4

FAIR Score

65%

Citations

0

Mentions

0

Metrics Over Time

Publication Details

DOI

Publisher

Mendeley

License

Public Domain Dedication

Assigned Domain

Subfield

Safety, Risk, Reliability and Quality

Field

Engineering

Domain

Physical Sciences

Confidence Score

48%

Source

Scholar Data Model

Keywords

Geotechnical EngineeringCivil EngineeringFOS: Civil engineeringTunneling

Normalization Factors

FT

59.62

CTw

1.00

MTw

1.00