Arch dam safety evaluation method based on geomechanical model comprehensive method test

The invention discloses an arch dam safety evaluation method based on a geomechanical model comprehensive method testThe method comprises the following steps: S1, building a comprehensive method testsafety evaluation index system according to detected data; s2, constructing an abrupt change model fo...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: LIU ZI'AN, ZHANG RUIYU, DONG JIANHUA, LI CHAOGUO, HOU ZHENGJUN, HU CHENGQIU, CHEN JIANYE, YANG BAOQUAN, LUO MIN, CHEN YUAN, ZHANG LIN
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 LIU ZI'AN
ZHANG RUIYU
DONG JIANHUA
LI CHAOGUO
HOU ZHENGJUN
HU CHENGQIU
CHEN JIANYE
YANG BAOQUAN
LUO MIN
CHEN YUAN
ZHANG LIN
description The invention discloses an arch dam safety evaluation method based on a geomechanical model comprehensive method testThe method comprises the following steps: S1, building a comprehensive method testsafety evaluation index system according to detected data; s2, constructing an abrupt change model for evaluating the safety degree of the arch dam; s3, standardizing each underlying index of the comprehensive method test, and converting the underlying indexes into dimensionless data between 0 and 1; s4, performing mutation level calculation by using a normalization formula, and solving a total mutation level value of the target layer; s5, repeating the steps S1-S4, respectively calculating arch dam safety total abrupt change level values under different overload coefficients in the comprehensive method test, drawing a relation curve graph of the total abrupt change level values and the overload coefficients, and obtaining a high arch dam comprehensive method test safety coefficient according to inflection points
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN110532694A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN110532694A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN110532694A3</originalsourceid><addsrcrecordid>eNqNi7EKwjAURbM4iPoPzw8QrFXBsRTFycnBrTyTWxNI8kITC_69Dro7HQ6cM1W3ZtCWDAfK3KO8CCP7JxcnkQKKFUN3zjD08QckQFuOTrOnIAaetIQ0wCJmN-J3FOQyV5Oefcbiy5lano7X9rxCkg45sUZE6dpLVa139WZ_2Db1P80bpQc6eA</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Arch dam safety evaluation method based on geomechanical model comprehensive method test</title><source>esp@cenet</source><creator>LIU ZI'AN ; ZHANG RUIYU ; DONG JIANHUA ; LI CHAOGUO ; HOU ZHENGJUN ; HU CHENGQIU ; CHEN JIANYE ; YANG BAOQUAN ; LUO MIN ; CHEN YUAN ; ZHANG LIN</creator><creatorcontrib>LIU ZI'AN ; ZHANG RUIYU ; DONG JIANHUA ; LI CHAOGUO ; HOU ZHENGJUN ; HU CHENGQIU ; CHEN JIANYE ; YANG BAOQUAN ; LUO MIN ; CHEN YUAN ; ZHANG LIN</creatorcontrib><description>The invention discloses an arch dam safety evaluation method based on a geomechanical model comprehensive method testThe method comprises the following steps: S1, building a comprehensive method testsafety evaluation index system according to detected data; s2, constructing an abrupt change model for evaluating the safety degree of the arch dam; s3, standardizing each underlying index of the comprehensive method test, and converting the underlying indexes into dimensionless data between 0 and 1; s4, performing mutation level calculation by using a normalization formula, and solving a total mutation level value of the target layer; s5, repeating the steps S1-S4, respectively calculating arch dam safety total abrupt change level values under different overload coefficients in the comprehensive method test, drawing a relation curve graph of the total abrupt change level values and the overload coefficients, and obtaining a high arch dam comprehensive method test safety coefficient according to inflection points</description><language>chi ; eng</language><subject>FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING</subject><creationdate>2019</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=20191203&amp;DB=EPODOC&amp;CC=CN&amp;NR=110532694A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25544,76293</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20191203&amp;DB=EPODOC&amp;CC=CN&amp;NR=110532694A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>LIU ZI'AN</creatorcontrib><creatorcontrib>ZHANG RUIYU</creatorcontrib><creatorcontrib>DONG JIANHUA</creatorcontrib><creatorcontrib>LI CHAOGUO</creatorcontrib><creatorcontrib>HOU ZHENGJUN</creatorcontrib><creatorcontrib>HU CHENGQIU</creatorcontrib><creatorcontrib>CHEN JIANYE</creatorcontrib><creatorcontrib>YANG BAOQUAN</creatorcontrib><creatorcontrib>LUO MIN</creatorcontrib><creatorcontrib>CHEN YUAN</creatorcontrib><creatorcontrib>ZHANG LIN</creatorcontrib><title>Arch dam safety evaluation method based on geomechanical model comprehensive method test</title><description>The invention discloses an arch dam safety evaluation method based on a geomechanical model comprehensive method testThe method comprises the following steps: S1, building a comprehensive method testsafety evaluation index system according to detected data; s2, constructing an abrupt change model for evaluating the safety degree of the arch dam; s3, standardizing each underlying index of the comprehensive method test, and converting the underlying indexes into dimensionless data between 0 and 1; s4, performing mutation level calculation by using a normalization formula, and solving a total mutation level value of the target layer; s5, repeating the steps S1-S4, respectively calculating arch dam safety total abrupt change level values under different overload coefficients in the comprehensive method test, drawing a relation curve graph of the total abrupt change level values and the overload coefficients, and obtaining a high arch dam comprehensive method test safety coefficient according to inflection points</description><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SOIL SHIFTING</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2019</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNi7EKwjAURbM4iPoPzw8QrFXBsRTFycnBrTyTWxNI8kITC_69Dro7HQ6cM1W3ZtCWDAfK3KO8CCP7JxcnkQKKFUN3zjD08QckQFuOTrOnIAaetIQ0wCJmN-J3FOQyV5Oefcbiy5lano7X9rxCkg45sUZE6dpLVa139WZ_2Db1P80bpQc6eA</recordid><startdate>20191203</startdate><enddate>20191203</enddate><creator>LIU ZI'AN</creator><creator>ZHANG RUIYU</creator><creator>DONG JIANHUA</creator><creator>LI CHAOGUO</creator><creator>HOU ZHENGJUN</creator><creator>HU CHENGQIU</creator><creator>CHEN JIANYE</creator><creator>YANG BAOQUAN</creator><creator>LUO MIN</creator><creator>CHEN YUAN</creator><creator>ZHANG LIN</creator><scope>EVB</scope></search><sort><creationdate>20191203</creationdate><title>Arch dam safety evaluation method based on geomechanical model comprehensive method test</title><author>LIU ZI'AN ; ZHANG RUIYU ; DONG JIANHUA ; LI CHAOGUO ; HOU ZHENGJUN ; HU CHENGQIU ; CHEN JIANYE ; YANG BAOQUAN ; LUO MIN ; CHEN YUAN ; ZHANG LIN</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN110532694A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2019</creationdate><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>SOIL SHIFTING</topic><toplevel>online_resources</toplevel><creatorcontrib>LIU ZI'AN</creatorcontrib><creatorcontrib>ZHANG RUIYU</creatorcontrib><creatorcontrib>DONG JIANHUA</creatorcontrib><creatorcontrib>LI CHAOGUO</creatorcontrib><creatorcontrib>HOU ZHENGJUN</creatorcontrib><creatorcontrib>HU CHENGQIU</creatorcontrib><creatorcontrib>CHEN JIANYE</creatorcontrib><creatorcontrib>YANG BAOQUAN</creatorcontrib><creatorcontrib>LUO MIN</creatorcontrib><creatorcontrib>CHEN YUAN</creatorcontrib><creatorcontrib>ZHANG LIN</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>LIU ZI'AN</au><au>ZHANG RUIYU</au><au>DONG JIANHUA</au><au>LI CHAOGUO</au><au>HOU ZHENGJUN</au><au>HU CHENGQIU</au><au>CHEN JIANYE</au><au>YANG BAOQUAN</au><au>LUO MIN</au><au>CHEN YUAN</au><au>ZHANG LIN</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Arch dam safety evaluation method based on geomechanical model comprehensive method test</title><date>2019-12-03</date><risdate>2019</risdate><abstract>The invention discloses an arch dam safety evaluation method based on a geomechanical model comprehensive method testThe method comprises the following steps: S1, building a comprehensive method testsafety evaluation index system according to detected data; s2, constructing an abrupt change model for evaluating the safety degree of the arch dam; s3, standardizing each underlying index of the comprehensive method test, and converting the underlying indexes into dimensionless data between 0 and 1; s4, performing mutation level calculation by using a normalization formula, and solving a total mutation level value of the target layer; s5, repeating the steps S1-S4, respectively calculating arch dam safety total abrupt change level values under different overload coefficients in the comprehensive method test, drawing a relation curve graph of the total abrupt change level values and the overload coefficients, and obtaining a high arch dam comprehensive method test safety coefficient according to inflection points</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN110532694A
source esp@cenet
subjects FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
title Arch dam safety evaluation method based on geomechanical model comprehensive method test
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-27T17%3A48%3A28IST&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=LIU%20ZI'AN&rft.date=2019-12-03&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN110532694A%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