Method for determining rock strength based on CT scanning

The invention provides a method for determining rock strength based on CT scanning. The method specifically comprises the following steps: obtaining the maximum compressive strength of a certain lithologic rock and the maximum CT value corresponding to an initial CT value and the maximum compressive...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: ZHAO JIANHAI, WANG BINZHOU, LIU ZHIHANG, JEON HO-WON, ZHANG GUANXUN, SONG SHUXIANG
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 ZHAO JIANHAI
WANG BINZHOU
LIU ZHIHANG
JEON HO-WON
ZHANG GUANXUN
SONG SHUXIANG
description The invention provides a method for determining rock strength based on CT scanning. The method specifically comprises the following steps: obtaining the maximum compressive strength of a certain lithologic rock and the maximum CT value corresponding to an initial CT value and the maximum compressive strength through combination of a mechanical experiment and CT scanning, performing numerical fitting on multiple groups of mechanical test strength values and CT values to prepare an image, and determining the slope k of the image formed between the strength value sigma and the CT value of a test piece; and then the numerical value is substituted into a relational expression of the strength value sigma and the CT value of the test piece to obtain a rock strength value calculation formula, and in practical application, the compressive strength of the rock can be directly calculated only by measuring the CT value of the rock. The method provided by the invention can replace indoor tests to rapidly, effectively and
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN118706873A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN118706873A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN118706873A3</originalsourceid><addsrcrecordid>eNrjZLD0TS3JyE9RSMsvUkhJLUktys3My8xLVyjKT85WKC4pSs1LL8lQSEosTk1RyM9TcA5RKE5OzAMp4WFgTUvMKU7lhdLcDIpuriHOHrqpBfnxqcUFicmpeakl8c5-hoYW5gZmFubGjsbEqAEAGSsuUg</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Method for determining rock strength based on CT scanning</title><source>esp@cenet</source><creator>ZHAO JIANHAI ; WANG BINZHOU ; LIU ZHIHANG ; JEON HO-WON ; ZHANG GUANXUN ; SONG SHUXIANG</creator><creatorcontrib>ZHAO JIANHAI ; WANG BINZHOU ; LIU ZHIHANG ; JEON HO-WON ; ZHANG GUANXUN ; SONG SHUXIANG</creatorcontrib><description>The invention provides a method for determining rock strength based on CT scanning. The method specifically comprises the following steps: obtaining the maximum compressive strength of a certain lithologic rock and the maximum CT value corresponding to an initial CT value and the maximum compressive strength through combination of a mechanical experiment and CT scanning, performing numerical fitting on multiple groups of mechanical test strength values and CT values to prepare an image, and determining the slope k of the image formed between the strength value sigma and the CT value of a test piece; and then the numerical value is substituted into a relational expression of the strength value sigma and the CT value of the test piece to obtain a rock strength value calculation formula, and in practical application, the compressive strength of the rock can be directly calculated only by measuring the CT value of the rock. The method provided by the invention can replace indoor tests to rapidly, effectively and</description><language>chi ; eng</language><subject>INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIRCHEMICAL OR PHYSICAL PROPERTIES ; MEASURING ; PHYSICS ; TESTING</subject><creationdate>2024</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=20240927&amp;DB=EPODOC&amp;CC=CN&amp;NR=118706873A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,778,883,25551,76302</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20240927&amp;DB=EPODOC&amp;CC=CN&amp;NR=118706873A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>ZHAO JIANHAI</creatorcontrib><creatorcontrib>WANG BINZHOU</creatorcontrib><creatorcontrib>LIU ZHIHANG</creatorcontrib><creatorcontrib>JEON HO-WON</creatorcontrib><creatorcontrib>ZHANG GUANXUN</creatorcontrib><creatorcontrib>SONG SHUXIANG</creatorcontrib><title>Method for determining rock strength based on CT scanning</title><description>The invention provides a method for determining rock strength based on CT scanning. The method specifically comprises the following steps: obtaining the maximum compressive strength of a certain lithologic rock and the maximum CT value corresponding to an initial CT value and the maximum compressive strength through combination of a mechanical experiment and CT scanning, performing numerical fitting on multiple groups of mechanical test strength values and CT values to prepare an image, and determining the slope k of the image formed between the strength value sigma and the CT value of a test piece; and then the numerical value is substituted into a relational expression of the strength value sigma and the CT value of the test piece to obtain a rock strength value calculation formula, and in practical application, the compressive strength of the rock can be directly calculated only by measuring the CT value of the rock. The method provided by the invention can replace indoor tests to rapidly, effectively and</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>2024</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZLD0TS3JyE9RSMsvUkhJLUktys3My8xLVyjKT85WKC4pSs1LL8lQSEosTk1RyM9TcA5RKE5OzAMp4WFgTUvMKU7lhdLcDIpuriHOHrqpBfnxqcUFicmpeakl8c5-hoYW5gZmFubGjsbEqAEAGSsuUg</recordid><startdate>20240927</startdate><enddate>20240927</enddate><creator>ZHAO JIANHAI</creator><creator>WANG BINZHOU</creator><creator>LIU ZHIHANG</creator><creator>JEON HO-WON</creator><creator>ZHANG GUANXUN</creator><creator>SONG SHUXIANG</creator><scope>EVB</scope></search><sort><creationdate>20240927</creationdate><title>Method for determining rock strength based on CT scanning</title><author>ZHAO JIANHAI ; WANG BINZHOU ; LIU ZHIHANG ; JEON HO-WON ; ZHANG GUANXUN ; SONG SHUXIANG</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN118706873A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2024</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>ZHAO JIANHAI</creatorcontrib><creatorcontrib>WANG BINZHOU</creatorcontrib><creatorcontrib>LIU ZHIHANG</creatorcontrib><creatorcontrib>JEON HO-WON</creatorcontrib><creatorcontrib>ZHANG GUANXUN</creatorcontrib><creatorcontrib>SONG SHUXIANG</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>ZHAO JIANHAI</au><au>WANG BINZHOU</au><au>LIU ZHIHANG</au><au>JEON HO-WON</au><au>ZHANG GUANXUN</au><au>SONG SHUXIANG</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Method for determining rock strength based on CT scanning</title><date>2024-09-27</date><risdate>2024</risdate><abstract>The invention provides a method for determining rock strength based on CT scanning. The method specifically comprises the following steps: obtaining the maximum compressive strength of a certain lithologic rock and the maximum CT value corresponding to an initial CT value and the maximum compressive strength through combination of a mechanical experiment and CT scanning, performing numerical fitting on multiple groups of mechanical test strength values and CT values to prepare an image, and determining the slope k of the image formed between the strength value sigma and the CT value of a test piece; and then the numerical value is substituted into a relational expression of the strength value sigma and the CT value of the test piece to obtain a rock strength value calculation formula, and in practical application, the compressive strength of the rock can be directly calculated only by measuring the CT value of the rock. The method provided by the invention can replace indoor tests to rapidly, effectively and</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN118706873A
source esp@cenet
subjects INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIRCHEMICAL OR PHYSICAL PROPERTIES
MEASURING
PHYSICS
TESTING
title Method for determining rock strength based on CT scanning
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-15T23%3A13%3A11IST&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=ZHAO%20JIANHAI&rft.date=2024-09-27&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN118706873A%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