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
| Main Author: | LEE, Yu Lin |
|---|---|
| Format: | Dataset |
| Terbitan: |
Mendeley
, 2019
|
| Subjects: | |
| Online Access: |
https:/data.mendeley.com/datasets/2x95ff2b9z |
| ctrlnum |
0.17632-2x95ff2b9z.1 |
|---|---|
| fullrecord |
<?xml version="1.0"?>
<dc><creator>LEE, Yu Lin</creator><title>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</title><publisher>Mendeley</publisher><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,  .</description><subject>Geotechnical Engineering</subject><subject>Civil Engineering</subject><subject>Tunneling</subject><type>Other:Dataset</type><identifier>10.17632/2x95ff2b9z.1</identifier><rights>Public Domain Dedication</rights><rights>http://creativecommons.org/publicdomain/zero/1.0/</rights><relation>https:/data.mendeley.com/datasets/2x95ff2b9z</relation><date>2019-08-19T09:52:09Z</date><recordID>0.17632-2x95ff2b9z.1</recordID></dc>
|
| format |
Other:Dataset Other |
| author |
LEE, Yu Lin |
| title |
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 |
| publisher |
Mendeley |
| publishDate |
2019 |
| topic |
Geotechnical Engineering Civil Engineering Tunneling |
| url |
https:/data.mendeley.com/datasets/2x95ff2b9z |
| contents |
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, . |
| id |
IOS7969.0.17632-2x95ff2b9z.1 |
| institution |
Universitas Islam Indragiri |
| affiliation |
onesearch.perpusnas.go.id |
| institution_id |
804 |
| institution_type |
library:university library |
| library |
Teknologi Pangan UNISI |
| library_id |
2816 |
| collection |
Artikel mulono |
| repository_id |
7969 |
| city |
INDRAGIRI HILIR |
| province |
RIAU |
| shared_to_ipusnas_str |
1 |
| repoId |
IOS7969 |
| first_indexed |
2020-04-08T08:11:18Z |
| last_indexed |
2020-04-08T08:11:18Z |
| recordtype |
dc |
| _version_ |
1686587386903920640 |
| score |
17.538404 |