Visual test system and method considering rock fracture biological reinforcement-seepage-temperature coupling effect
The invention discloses a visual test system and method considering a rock fracture biological reinforcement-seepage-temperature coupling effect. The system comprises a slurry storage assembly, a dynamic monitoring assembly, a detachable seepage assembly, a temperature regulation and control assembl...
Gespeichert in:
| Hauptverfasser: | , , , , , , , |
|---|---|
| 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 | ZHENG MINGWANG ZHANG HENGZHI SUN ZHIHAO YANG KAIFANG XU CHANGJIE LI YUJIE FENG GUOHUI CHI MINLIANG |
| description | The invention discloses a visual test system and method considering a rock fracture biological reinforcement-seepage-temperature coupling effect. The system comprises a slurry storage assembly, a dynamic monitoring assembly, a detachable seepage assembly, a temperature regulation and control assembly and a visual assembly. According to the method, the MICP grout is adopted to sequentially pass through the grouting pump and the grouting pipeline, and rock mass gaps are reinforced through MICP grouting; and meanwhile, excessive MICP grouting liquid can flow back to the MICP storage container to be recycled. In addition, the MICP slurry is small in viscosity, the reinforcing diffusion range is wider under low pressure, and the reinforcing effect on rock mass cracks is better. According to the invention, visual observation of rock mass seepage at different temperatures can be considered after microorganisms reinforce rock mass gaps, the seepage process of the rock mass structural surface can be observed truly and |
| format | Patent |
| fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN115370419A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN115370419A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN115370419A3</originalsourceid><addsrcrecordid>eNqNjLEKwkAQBdNYiPoP6wcEDFHEUoJiZSW2cm7excPL7XG3Kfx7o_gBVtPMzLTQq8uD8aTISvmVFT2Z0FIPfUhLLCG7FsmFjpLwk2wyrEMC3Z146RyPbYILVhKjR9AyA9F0KMdTRDJfmWWI_vOAtWCdFxNrfMbix1mxPB4uzalElBtyNIwAvTXnqtrU29W62u3rf5w3NDtGHA</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Visual test system and method considering rock fracture biological reinforcement-seepage-temperature coupling effect</title><source>esp@cenet</source><creator>ZHENG MINGWANG ; ZHANG HENGZHI ; SUN ZHIHAO ; YANG KAIFANG ; XU CHANGJIE ; LI YUJIE ; FENG GUOHUI ; CHI MINLIANG</creator><creatorcontrib>ZHENG MINGWANG ; ZHANG HENGZHI ; SUN ZHIHAO ; YANG KAIFANG ; XU CHANGJIE ; LI YUJIE ; FENG GUOHUI ; CHI MINLIANG</creatorcontrib><description>The invention discloses a visual test system and method considering a rock fracture biological reinforcement-seepage-temperature coupling effect. The system comprises a slurry storage assembly, a dynamic monitoring assembly, a detachable seepage assembly, a temperature regulation and control assembly and a visual assembly. According to the method, the MICP grout is adopted to sequentially pass through the grouting pump and the grouting pipeline, and rock mass gaps are reinforced through MICP grouting; and meanwhile, excessive MICP grouting liquid can flow back to the MICP storage container to be recycled. In addition, the MICP slurry is small in viscosity, the reinforcing diffusion range is wider under low pressure, and the reinforcing effect on rock mass cracks is better. According to the invention, visual observation of rock mass seepage at different temperatures can be considered after microorganisms reinforce rock mass gaps, the seepage process of the rock mass structural surface can be observed truly and</description><language>chi ; eng</language><subject>EARTH DRILLING ; FIXED CONSTRUCTIONS ; GALLERIES ; LARGE UNDERGROUND CHAMBERS ; MINING ; SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, ORDRAINING IN OR OF MINES OR TUNNELS ; SHAFTS ; TUNNELS</subject><creationdate>2022</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=20221122&DB=EPODOC&CC=CN&NR=115370419A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25543,76293</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20221122&DB=EPODOC&CC=CN&NR=115370419A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>ZHENG MINGWANG</creatorcontrib><creatorcontrib>ZHANG HENGZHI</creatorcontrib><creatorcontrib>SUN ZHIHAO</creatorcontrib><creatorcontrib>YANG KAIFANG</creatorcontrib><creatorcontrib>XU CHANGJIE</creatorcontrib><creatorcontrib>LI YUJIE</creatorcontrib><creatorcontrib>FENG GUOHUI</creatorcontrib><creatorcontrib>CHI MINLIANG</creatorcontrib><title>Visual test system and method considering rock fracture biological reinforcement-seepage-temperature coupling effect</title><description>The invention discloses a visual test system and method considering a rock fracture biological reinforcement-seepage-temperature coupling effect. The system comprises a slurry storage assembly, a dynamic monitoring assembly, a detachable seepage assembly, a temperature regulation and control assembly and a visual assembly. According to the method, the MICP grout is adopted to sequentially pass through the grouting pump and the grouting pipeline, and rock mass gaps are reinforced through MICP grouting; and meanwhile, excessive MICP grouting liquid can flow back to the MICP storage container to be recycled. In addition, the MICP slurry is small in viscosity, the reinforcing diffusion range is wider under low pressure, and the reinforcing effect on rock mass cracks is better. According to the invention, visual observation of rock mass seepage at different temperatures can be considered after microorganisms reinforce rock mass gaps, the seepage process of the rock mass structural surface can be observed truly and</description><subject>EARTH DRILLING</subject><subject>FIXED CONSTRUCTIONS</subject><subject>GALLERIES</subject><subject>LARGE UNDERGROUND CHAMBERS</subject><subject>MINING</subject><subject>SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, ORDRAINING IN OR OF MINES OR TUNNELS</subject><subject>SHAFTS</subject><subject>TUNNELS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2022</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNjLEKwkAQBdNYiPoP6wcEDFHEUoJiZSW2cm7excPL7XG3Kfx7o_gBVtPMzLTQq8uD8aTISvmVFT2Z0FIPfUhLLCG7FsmFjpLwk2wyrEMC3Z146RyPbYILVhKjR9AyA9F0KMdTRDJfmWWI_vOAtWCdFxNrfMbix1mxPB4uzalElBtyNIwAvTXnqtrU29W62u3rf5w3NDtGHA</recordid><startdate>20221122</startdate><enddate>20221122</enddate><creator>ZHENG MINGWANG</creator><creator>ZHANG HENGZHI</creator><creator>SUN ZHIHAO</creator><creator>YANG KAIFANG</creator><creator>XU CHANGJIE</creator><creator>LI YUJIE</creator><creator>FENG GUOHUI</creator><creator>CHI MINLIANG</creator><scope>EVB</scope></search><sort><creationdate>20221122</creationdate><title>Visual test system and method considering rock fracture biological reinforcement-seepage-temperature coupling effect</title><author>ZHENG MINGWANG ; ZHANG HENGZHI ; SUN ZHIHAO ; YANG KAIFANG ; XU CHANGJIE ; LI YUJIE ; FENG GUOHUI ; CHI MINLIANG</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN115370419A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2022</creationdate><topic>EARTH DRILLING</topic><topic>FIXED CONSTRUCTIONS</topic><topic>GALLERIES</topic><topic>LARGE UNDERGROUND CHAMBERS</topic><topic>MINING</topic><topic>SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, ORDRAINING IN OR OF MINES OR TUNNELS</topic><topic>SHAFTS</topic><topic>TUNNELS</topic><toplevel>online_resources</toplevel><creatorcontrib>ZHENG MINGWANG</creatorcontrib><creatorcontrib>ZHANG HENGZHI</creatorcontrib><creatorcontrib>SUN ZHIHAO</creatorcontrib><creatorcontrib>YANG KAIFANG</creatorcontrib><creatorcontrib>XU CHANGJIE</creatorcontrib><creatorcontrib>LI YUJIE</creatorcontrib><creatorcontrib>FENG GUOHUI</creatorcontrib><creatorcontrib>CHI MINLIANG</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>ZHENG MINGWANG</au><au>ZHANG HENGZHI</au><au>SUN ZHIHAO</au><au>YANG KAIFANG</au><au>XU CHANGJIE</au><au>LI YUJIE</au><au>FENG GUOHUI</au><au>CHI MINLIANG</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Visual test system and method considering rock fracture biological reinforcement-seepage-temperature coupling effect</title><date>2022-11-22</date><risdate>2022</risdate><abstract>The invention discloses a visual test system and method considering a rock fracture biological reinforcement-seepage-temperature coupling effect. The system comprises a slurry storage assembly, a dynamic monitoring assembly, a detachable seepage assembly, a temperature regulation and control assembly and a visual assembly. According to the method, the MICP grout is adopted to sequentially pass through the grouting pump and the grouting pipeline, and rock mass gaps are reinforced through MICP grouting; and meanwhile, excessive MICP grouting liquid can flow back to the MICP storage container to be recycled. In addition, the MICP slurry is small in viscosity, the reinforcing diffusion range is wider under low pressure, and the reinforcing effect on rock mass cracks is better. According to the invention, visual observation of rock mass seepage at different temperatures can be considered after microorganisms reinforce rock mass gaps, the seepage process of the rock mass structural surface can be observed truly and</abstract><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext_linktorsrc |
| identifier | |
| ispartof | |
| issn | |
| language | chi ; eng |
| recordid | cdi_epo_espacenet_CN115370419A |
| source | esp@cenet |
| subjects | EARTH DRILLING FIXED CONSTRUCTIONS GALLERIES LARGE UNDERGROUND CHAMBERS MINING SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, ORDRAINING IN OR OF MINES OR TUNNELS SHAFTS TUNNELS |
| title | Visual test system and method considering rock fracture biological reinforcement-seepage-temperature coupling effect |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-24T02%3A24%3A23IST&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=ZHENG%20MINGWANG&rft.date=2022-11-22&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN115370419A%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 |