Device and method for physical simulation test of stability of deep tunnel surrounding rock

The invention discloses a device and a method for a physical simulation test of the stability of a deep tunnel surrounding rock and relates to a rock-soil mechanic technology. A structure of the device is that a pressure plate is covered on a sample in a deep tunnel rock body model instrument, and a...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: DU YUBEN, GUO CHANGBAO, ZHANG YONGSHUANG, ZHANG RUIDUAN, JIANG LIANGWEN, ZHOU NENGJUAN
Format: Patent
Sprache:chi ; eng
Schlagworte:
Online-Zugang:Volltext bestellen
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page
container_issue
container_start_page
container_title
container_volume
creator DU YUBEN
GUO CHANGBAO
ZHANG YONGSHUANG
ZHANG RUIDUAN
JIANG LIANGWEN
ZHOU NENGJUAN
description The invention discloses a device and a method for a physical simulation test of the stability of a deep tunnel surrounding rock and relates to a rock-soil mechanic technology. A structure of the device is that a pressure plate is covered on a sample in a deep tunnel rock body model instrument, and a vertical pressure system is arranged on the pressure plate and used for loading so as to simulate and exert gravity stress. A miniature shield machine drills into the sample from a drilling surface, and the miniature shield machine, a stepless speed changing box and a motor are sequentially connected to achieve drilling. Eight optical fibers and six strain gauges are distributed in the sample, the optical fibers are connected with a distributed optical fiber monitoring system, and the distributed optical fiber monitoring system and the strain gauges are respectively connected with a data acquiring system so as to achieve detection and recording. By means of the device and the method for the physical simulation tes
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN102721604A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN102721604A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN102721604A3</originalsourceid><addsrcrecordid>eNqNyrEKwjAQgOEuDqK-w_kAQltFZ6mKk5ObQ4nJ1R6mdyG5CH17FXwAp58fvmlxO-CLLIJhBwNqLw46iRD6MZE1HhIN2RslYVBMCtJBUnMnTzp-xyEG0MyMH5tjlMyO-AFR7HNeTDrjEy5-nRXL0_HanFcYpMUUjEVGbZtLVda7utqWm_36H_MGe2A7nw</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Device and method for physical simulation test of stability of deep tunnel surrounding rock</title><source>esp@cenet</source><creator>DU YUBEN ; GUO CHANGBAO ; ZHANG YONGSHUANG ; ZHANG RUIDUAN ; JIANG LIANGWEN ; ZHOU NENGJUAN</creator><creatorcontrib>DU YUBEN ; GUO CHANGBAO ; ZHANG YONGSHUANG ; ZHANG RUIDUAN ; JIANG LIANGWEN ; ZHOU NENGJUAN</creatorcontrib><description>The invention discloses a device and a method for a physical simulation test of the stability of a deep tunnel surrounding rock and relates to a rock-soil mechanic technology. A structure of the device is that a pressure plate is covered on a sample in a deep tunnel rock body model instrument, and a vertical pressure system is arranged on the pressure plate and used for loading so as to simulate and exert gravity stress. A miniature shield machine drills into the sample from a drilling surface, and the miniature shield machine, a stepless speed changing box and a motor are sequentially connected to achieve drilling. Eight optical fibers and six strain gauges are distributed in the sample, the optical fibers are connected with a distributed optical fiber monitoring system, and the distributed optical fiber monitoring system and the strain gauges are respectively connected with a data acquiring system so as to achieve detection and recording. By means of the device and the method for the physical simulation tes</description><language>chi ; eng</language><subject>INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIRCHEMICAL OR PHYSICAL PROPERTIES ; MEASURING ; PHYSICS ; TESTING</subject><creationdate>2012</creationdate><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20121010&amp;DB=EPODOC&amp;CC=CN&amp;NR=102721604A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76516</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20121010&amp;DB=EPODOC&amp;CC=CN&amp;NR=102721604A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>DU YUBEN</creatorcontrib><creatorcontrib>GUO CHANGBAO</creatorcontrib><creatorcontrib>ZHANG YONGSHUANG</creatorcontrib><creatorcontrib>ZHANG RUIDUAN</creatorcontrib><creatorcontrib>JIANG LIANGWEN</creatorcontrib><creatorcontrib>ZHOU NENGJUAN</creatorcontrib><title>Device and method for physical simulation test of stability of deep tunnel surrounding rock</title><description>The invention discloses a device and a method for a physical simulation test of the stability of a deep tunnel surrounding rock and relates to a rock-soil mechanic technology. A structure of the device is that a pressure plate is covered on a sample in a deep tunnel rock body model instrument, and a vertical pressure system is arranged on the pressure plate and used for loading so as to simulate and exert gravity stress. A miniature shield machine drills into the sample from a drilling surface, and the miniature shield machine, a stepless speed changing box and a motor are sequentially connected to achieve drilling. Eight optical fibers and six strain gauges are distributed in the sample, the optical fibers are connected with a distributed optical fiber monitoring system, and the distributed optical fiber monitoring system and the strain gauges are respectively connected with a data acquiring system so as to achieve detection and recording. By means of the device and the method for the physical simulation tes</description><subject>INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIRCHEMICAL OR PHYSICAL PROPERTIES</subject><subject>MEASURING</subject><subject>PHYSICS</subject><subject>TESTING</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2012</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNyrEKwjAQgOEuDqK-w_kAQltFZ6mKk5ObQ4nJ1R6mdyG5CH17FXwAp58fvmlxO-CLLIJhBwNqLw46iRD6MZE1HhIN2RslYVBMCtJBUnMnTzp-xyEG0MyMH5tjlMyO-AFR7HNeTDrjEy5-nRXL0_HanFcYpMUUjEVGbZtLVda7utqWm_36H_MGe2A7nw</recordid><startdate>20121010</startdate><enddate>20121010</enddate><creator>DU YUBEN</creator><creator>GUO CHANGBAO</creator><creator>ZHANG YONGSHUANG</creator><creator>ZHANG RUIDUAN</creator><creator>JIANG LIANGWEN</creator><creator>ZHOU NENGJUAN</creator><scope>EVB</scope></search><sort><creationdate>20121010</creationdate><title>Device and method for physical simulation test of stability of deep tunnel surrounding rock</title><author>DU YUBEN ; GUO CHANGBAO ; ZHANG YONGSHUANG ; ZHANG RUIDUAN ; JIANG LIANGWEN ; ZHOU NENGJUAN</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN102721604A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2012</creationdate><topic>INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIRCHEMICAL OR PHYSICAL PROPERTIES</topic><topic>MEASURING</topic><topic>PHYSICS</topic><topic>TESTING</topic><toplevel>online_resources</toplevel><creatorcontrib>DU YUBEN</creatorcontrib><creatorcontrib>GUO CHANGBAO</creatorcontrib><creatorcontrib>ZHANG YONGSHUANG</creatorcontrib><creatorcontrib>ZHANG RUIDUAN</creatorcontrib><creatorcontrib>JIANG LIANGWEN</creatorcontrib><creatorcontrib>ZHOU NENGJUAN</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>DU YUBEN</au><au>GUO CHANGBAO</au><au>ZHANG YONGSHUANG</au><au>ZHANG RUIDUAN</au><au>JIANG LIANGWEN</au><au>ZHOU NENGJUAN</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Device and method for physical simulation test of stability of deep tunnel surrounding rock</title><date>2012-10-10</date><risdate>2012</risdate><abstract>The invention discloses a device and a method for a physical simulation test of the stability of a deep tunnel surrounding rock and relates to a rock-soil mechanic technology. A structure of the device is that a pressure plate is covered on a sample in a deep tunnel rock body model instrument, and a vertical pressure system is arranged on the pressure plate and used for loading so as to simulate and exert gravity stress. A miniature shield machine drills into the sample from a drilling surface, and the miniature shield machine, a stepless speed changing box and a motor are sequentially connected to achieve drilling. Eight optical fibers and six strain gauges are distributed in the sample, the optical fibers are connected with a distributed optical fiber monitoring system, and the distributed optical fiber monitoring system and the strain gauges are respectively connected with a data acquiring system so as to achieve detection and recording. By means of the device and the method for the physical simulation tes</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN102721604A
source esp@cenet
subjects INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIRCHEMICAL OR PHYSICAL PROPERTIES
MEASURING
PHYSICS
TESTING
title Device and method for physical simulation test of stability of deep tunnel surrounding rock
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-14T02%3A24%3A18IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-epo_EVB&rft_val_fmt=info:ofi/fmt:kev:mtx:patent&rft.genre=patent&rft.au=DU%20YUBEN&rft.date=2012-10-10&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN102721604A%3C/epo_EVB%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true