Indoor and outdoor combined method for determining in-situ critical hydraulic gradient

The invention discloses a method for determining an in-situ critical hydraulic gradient by combining indoor and outdoor conditions. The method comprises the following steps: testing a soil body to obtain various parameters of a soil body sample; carrying out a seepage failure test under a stress con...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: DENG GANG, WU SHUAIFENG, ZHOU LIPEI, LIANG ZHENGFENG, YAN JUN, WU FUQIANG, CAI HONG, XIAO JIANZHANG, ZHOU XINGBO, LU XIN, SUN LIMING, HU MINYUN, LI WEICHAO, XIE DINGSONG, LI WEIWEI
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 DENG GANG
WU SHUAIFENG
ZHOU LIPEI
LIANG ZHENGFENG
YAN JUN
WU FUQIANG
CAI HONG
XIAO JIANZHANG
ZHOU XINGBO
LU XIN
SUN LIMING
HU MINYUN
LI WEICHAO
XIE DINGSONG
LI WEIWEI
description The invention discloses a method for determining an in-situ critical hydraulic gradient by combining indoor and outdoor conditions. The method comprises the following steps: testing a soil body to obtain various parameters of a soil body sample; carrying out a seepage failure test under a stress condition indoors to obtain a critical hydraulic gradient under a certain soil body sample length, consolidation pressure and seepage direction; determining a hydraulic slope reduction coefficient and a standardized stress according to the parameters, and performing numerical fitting on the hydraulic slope reduction coefficient and the standardized stress to obtain a fitting relationship; according to the in-situ stress of the to-be-determined sample, obtaining in-situ standardized stress, and obtaining an in-situ hydraulic gradient reduction coefficient through the fitting relationship; and obtaining the in-situ critical hydraulic gradient according to the obtained in-situ hydraulic gradient reduction coefficient and
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN116930036A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN116930036A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN116930036A3</originalsourceid><addsrcrecordid>eNqNikEKwjAQAHPxIOof1gcUWgoFj1IUvXgSryVmt-1CsinJ5uDvFfEBnmYYZm0eV8EYE1hBiEW_7mJ4shBCIJ0jwvhpSEopsLBMwFJl1gIusbKzHuYXJls8O5iSRSbRrVmN1mfa_bgx-_Pp3l8qWuJAebGOhHTob03THdq6brtj-8_zBkNvOec</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Indoor and outdoor combined method for determining in-situ critical hydraulic gradient</title><source>esp@cenet</source><creator>DENG GANG ; WU SHUAIFENG ; ZHOU LIPEI ; LIANG ZHENGFENG ; YAN JUN ; WU FUQIANG ; CAI HONG ; XIAO JIANZHANG ; ZHOU XINGBO ; LU XIN ; SUN LIMING ; HU MINYUN ; LI WEICHAO ; XIE DINGSONG ; LI WEIWEI</creator><creatorcontrib>DENG GANG ; WU SHUAIFENG ; ZHOU LIPEI ; LIANG ZHENGFENG ; YAN JUN ; WU FUQIANG ; CAI HONG ; XIAO JIANZHANG ; ZHOU XINGBO ; LU XIN ; SUN LIMING ; HU MINYUN ; LI WEICHAO ; XIE DINGSONG ; LI WEIWEI</creatorcontrib><description>The invention discloses a method for determining an in-situ critical hydraulic gradient by combining indoor and outdoor conditions. The method comprises the following steps: testing a soil body to obtain various parameters of a soil body sample; carrying out a seepage failure test under a stress condition indoors to obtain a critical hydraulic gradient under a certain soil body sample length, consolidation pressure and seepage direction; determining a hydraulic slope reduction coefficient and a standardized stress according to the parameters, and performing numerical fitting on the hydraulic slope reduction coefficient and the standardized stress to obtain a fitting relationship; according to the in-situ stress of the to-be-determined sample, obtaining in-situ standardized stress, and obtaining an in-situ hydraulic gradient reduction coefficient through the fitting relationship; and obtaining the in-situ critical hydraulic gradient according to the obtained in-situ hydraulic gradient reduction coefficient and</description><language>chi ; eng</language><subject>INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIRCHEMICAL OR PHYSICAL PROPERTIES ; MEASURING ; PHYSICS ; TESTING</subject><creationdate>2023</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=20231024&amp;DB=EPODOC&amp;CC=CN&amp;NR=116930036A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76516</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20231024&amp;DB=EPODOC&amp;CC=CN&amp;NR=116930036A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>DENG GANG</creatorcontrib><creatorcontrib>WU SHUAIFENG</creatorcontrib><creatorcontrib>ZHOU LIPEI</creatorcontrib><creatorcontrib>LIANG ZHENGFENG</creatorcontrib><creatorcontrib>YAN JUN</creatorcontrib><creatorcontrib>WU FUQIANG</creatorcontrib><creatorcontrib>CAI HONG</creatorcontrib><creatorcontrib>XIAO JIANZHANG</creatorcontrib><creatorcontrib>ZHOU XINGBO</creatorcontrib><creatorcontrib>LU XIN</creatorcontrib><creatorcontrib>SUN LIMING</creatorcontrib><creatorcontrib>HU MINYUN</creatorcontrib><creatorcontrib>LI WEICHAO</creatorcontrib><creatorcontrib>XIE DINGSONG</creatorcontrib><creatorcontrib>LI WEIWEI</creatorcontrib><title>Indoor and outdoor combined method for determining in-situ critical hydraulic gradient</title><description>The invention discloses a method for determining an in-situ critical hydraulic gradient by combining indoor and outdoor conditions. The method comprises the following steps: testing a soil body to obtain various parameters of a soil body sample; carrying out a seepage failure test under a stress condition indoors to obtain a critical hydraulic gradient under a certain soil body sample length, consolidation pressure and seepage direction; determining a hydraulic slope reduction coefficient and a standardized stress according to the parameters, and performing numerical fitting on the hydraulic slope reduction coefficient and the standardized stress to obtain a fitting relationship; according to the in-situ stress of the to-be-determined sample, obtaining in-situ standardized stress, and obtaining an in-situ hydraulic gradient reduction coefficient through the fitting relationship; and obtaining the in-situ critical hydraulic gradient according to the obtained in-situ hydraulic gradient reduction coefficient 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>2023</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNikEKwjAQAHPxIOof1gcUWgoFj1IUvXgSryVmt-1CsinJ5uDvFfEBnmYYZm0eV8EYE1hBiEW_7mJ4shBCIJ0jwvhpSEopsLBMwFJl1gIusbKzHuYXJls8O5iSRSbRrVmN1mfa_bgx-_Pp3l8qWuJAebGOhHTob03THdq6brtj-8_zBkNvOec</recordid><startdate>20231024</startdate><enddate>20231024</enddate><creator>DENG GANG</creator><creator>WU SHUAIFENG</creator><creator>ZHOU LIPEI</creator><creator>LIANG ZHENGFENG</creator><creator>YAN JUN</creator><creator>WU FUQIANG</creator><creator>CAI HONG</creator><creator>XIAO JIANZHANG</creator><creator>ZHOU XINGBO</creator><creator>LU XIN</creator><creator>SUN LIMING</creator><creator>HU MINYUN</creator><creator>LI WEICHAO</creator><creator>XIE DINGSONG</creator><creator>LI WEIWEI</creator><scope>EVB</scope></search><sort><creationdate>20231024</creationdate><title>Indoor and outdoor combined method for determining in-situ critical hydraulic gradient</title><author>DENG GANG ; WU SHUAIFENG ; ZHOU LIPEI ; LIANG ZHENGFENG ; YAN JUN ; WU FUQIANG ; CAI HONG ; XIAO JIANZHANG ; ZHOU XINGBO ; LU XIN ; SUN LIMING ; HU MINYUN ; LI WEICHAO ; XIE DINGSONG ; LI WEIWEI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN116930036A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2023</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>DENG GANG</creatorcontrib><creatorcontrib>WU SHUAIFENG</creatorcontrib><creatorcontrib>ZHOU LIPEI</creatorcontrib><creatorcontrib>LIANG ZHENGFENG</creatorcontrib><creatorcontrib>YAN JUN</creatorcontrib><creatorcontrib>WU FUQIANG</creatorcontrib><creatorcontrib>CAI HONG</creatorcontrib><creatorcontrib>XIAO JIANZHANG</creatorcontrib><creatorcontrib>ZHOU XINGBO</creatorcontrib><creatorcontrib>LU XIN</creatorcontrib><creatorcontrib>SUN LIMING</creatorcontrib><creatorcontrib>HU MINYUN</creatorcontrib><creatorcontrib>LI WEICHAO</creatorcontrib><creatorcontrib>XIE DINGSONG</creatorcontrib><creatorcontrib>LI WEIWEI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>DENG GANG</au><au>WU SHUAIFENG</au><au>ZHOU LIPEI</au><au>LIANG ZHENGFENG</au><au>YAN JUN</au><au>WU FUQIANG</au><au>CAI HONG</au><au>XIAO JIANZHANG</au><au>ZHOU XINGBO</au><au>LU XIN</au><au>SUN LIMING</au><au>HU MINYUN</au><au>LI WEICHAO</au><au>XIE DINGSONG</au><au>LI WEIWEI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Indoor and outdoor combined method for determining in-situ critical hydraulic gradient</title><date>2023-10-24</date><risdate>2023</risdate><abstract>The invention discloses a method for determining an in-situ critical hydraulic gradient by combining indoor and outdoor conditions. The method comprises the following steps: testing a soil body to obtain various parameters of a soil body sample; carrying out a seepage failure test under a stress condition indoors to obtain a critical hydraulic gradient under a certain soil body sample length, consolidation pressure and seepage direction; determining a hydraulic slope reduction coefficient and a standardized stress according to the parameters, and performing numerical fitting on the hydraulic slope reduction coefficient and the standardized stress to obtain a fitting relationship; according to the in-situ stress of the to-be-determined sample, obtaining in-situ standardized stress, and obtaining an in-situ hydraulic gradient reduction coefficient through the fitting relationship; and obtaining the in-situ critical hydraulic gradient according to the obtained in-situ hydraulic gradient reduction coefficient and</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN116930036A
source esp@cenet
subjects INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIRCHEMICAL OR PHYSICAL PROPERTIES
MEASURING
PHYSICS
TESTING
title Indoor and outdoor combined method for determining in-situ critical hydraulic gradient
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-15T18%3A49%3A01IST&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=DENG%20GANG&rft.date=2023-10-24&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN116930036A%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