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...
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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 |
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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&date=20231024&DB=EPODOC&CC=CN&NR=116930036A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76516</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20231024&DB=EPODOC&CC=CN&NR=116930036A$$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> |
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language | chi ; eng |
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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 |
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