METHOD OF IMPROVING GROUND ON HIGHLY ADHESIVE COHESIVE SOIL LAYER
PROBLEM TO BE SOLVED: To provide a method of improving the ground on a highly adhesive cohesive soil layer by which method ground improvement is carried out not simultaneously but in two stages of natural ground cutting using an ultrahigh-pressure jet water and improvement material filling to ensure...
Gespeichert in:
| Hauptverfasser: | , |
|---|---|
| Format: | Patent |
| Sprache: | 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 | NAKAGURO KENICHI SHIMURA YOHEI |
| description | PROBLEM TO BE SOLVED: To provide a method of improving the ground on a highly adhesive cohesive soil layer by which method ground improvement is carried out not simultaneously but in two stages of natural ground cutting using an ultrahigh-pressure jet water and improvement material filling to ensure development of a planned improved body even if the soil to be improved is cohesive to show a highly adhesive soil quality. SOLUTION: The method of improving the ground on the highly adhesive cohesive soil layer includes a cutting process of jetting the ultrahigh-pressure jet water out of an ultrahigh-pressure jet nozzle to cut a natural soil of the highly adhesive cohesive soil layer, the cutting process accompanying a filling process of jetting an improvement material out of an improvement material jet nozzle onto a cut portion where the natural soil of the highly adhesive cohesive soil layer is cut to fill the improvement material in an improvement material development area. The cutting process and the filling process are executed as two stages of ground improvement. COPYRIGHT: (C)2011,JPO&INPIT |
| format | Patent |
| fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_JP2010248770A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>JP2010248770A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_JP2010248770A3</originalsourceid><addsrcrecordid>eNrjZHD0dQ3x8HdR8HdT8PQNCPIP8_RzV3AP8g_1A4r5KXh4unv4RCo4uni4BnuGuSo4-0MZwf6ePgo-jpGuQTwMrGmJOcWpvFCam0HJzTXE2UM3tSA_PrW4IDE5NS-1JN4rwMjA0MDIxMLc3MDRmChFACPAK08</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>METHOD OF IMPROVING GROUND ON HIGHLY ADHESIVE COHESIVE SOIL LAYER</title><source>esp@cenet</source><creator>NAKAGURO KENICHI ; SHIMURA YOHEI</creator><creatorcontrib>NAKAGURO KENICHI ; SHIMURA YOHEI</creatorcontrib><description>PROBLEM TO BE SOLVED: To provide a method of improving the ground on a highly adhesive cohesive soil layer by which method ground improvement is carried out not simultaneously but in two stages of natural ground cutting using an ultrahigh-pressure jet water and improvement material filling to ensure development of a planned improved body even if the soil to be improved is cohesive to show a highly adhesive soil quality. SOLUTION: The method of improving the ground on the highly adhesive cohesive soil layer includes a cutting process of jetting the ultrahigh-pressure jet water out of an ultrahigh-pressure jet nozzle to cut a natural soil of the highly adhesive cohesive soil layer, the cutting process accompanying a filling process of jetting an improvement material out of an improvement material jet nozzle onto a cut portion where the natural soil of the highly adhesive cohesive soil layer is cut to fill the improvement material in an improvement material development area. The cutting process and the filling process are executed as two stages of ground improvement. COPYRIGHT: (C)2011,JPO&INPIT</description><language>eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2010</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=20101104&DB=EPODOC&CC=JP&NR=2010248770A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25555,76308</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20101104&DB=EPODOC&CC=JP&NR=2010248770A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>NAKAGURO KENICHI</creatorcontrib><creatorcontrib>SHIMURA YOHEI</creatorcontrib><title>METHOD OF IMPROVING GROUND ON HIGHLY ADHESIVE COHESIVE SOIL LAYER</title><description>PROBLEM TO BE SOLVED: To provide a method of improving the ground on a highly adhesive cohesive soil layer by which method ground improvement is carried out not simultaneously but in two stages of natural ground cutting using an ultrahigh-pressure jet water and improvement material filling to ensure development of a planned improved body even if the soil to be improved is cohesive to show a highly adhesive soil quality. SOLUTION: The method of improving the ground on the highly adhesive cohesive soil layer includes a cutting process of jetting the ultrahigh-pressure jet water out of an ultrahigh-pressure jet nozzle to cut a natural soil of the highly adhesive cohesive soil layer, the cutting process accompanying a filling process of jetting an improvement material out of an improvement material jet nozzle onto a cut portion where the natural soil of the highly adhesive cohesive soil layer is cut to fill the improvement material in an improvement material development area. The cutting process and the filling process are executed as two stages of ground improvement. COPYRIGHT: (C)2011,JPO&INPIT</description><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SOIL SHIFTING</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2010</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZHD0dQ3x8HdR8HdT8PQNCPIP8_RzV3AP8g_1A4r5KXh4unv4RCo4uni4BnuGuSo4-0MZwf6ePgo-jpGuQTwMrGmJOcWpvFCam0HJzTXE2UM3tSA_PrW4IDE5NS-1JN4rwMjA0MDIxMLc3MDRmChFACPAK08</recordid><startdate>20101104</startdate><enddate>20101104</enddate><creator>NAKAGURO KENICHI</creator><creator>SHIMURA YOHEI</creator><scope>EVB</scope></search><sort><creationdate>20101104</creationdate><title>METHOD OF IMPROVING GROUND ON HIGHLY ADHESIVE COHESIVE SOIL LAYER</title><author>NAKAGURO KENICHI ; SHIMURA YOHEI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2010248770A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>2010</creationdate><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>SOIL SHIFTING</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><toplevel>online_resources</toplevel><creatorcontrib>NAKAGURO KENICHI</creatorcontrib><creatorcontrib>SHIMURA YOHEI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>NAKAGURO KENICHI</au><au>SHIMURA YOHEI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>METHOD OF IMPROVING GROUND ON HIGHLY ADHESIVE COHESIVE SOIL LAYER</title><date>2010-11-04</date><risdate>2010</risdate><abstract>PROBLEM TO BE SOLVED: To provide a method of improving the ground on a highly adhesive cohesive soil layer by which method ground improvement is carried out not simultaneously but in two stages of natural ground cutting using an ultrahigh-pressure jet water and improvement material filling to ensure development of a planned improved body even if the soil to be improved is cohesive to show a highly adhesive soil quality. SOLUTION: The method of improving the ground on the highly adhesive cohesive soil layer includes a cutting process of jetting the ultrahigh-pressure jet water out of an ultrahigh-pressure jet nozzle to cut a natural soil of the highly adhesive cohesive soil layer, the cutting process accompanying a filling process of jetting an improvement material out of an improvement material jet nozzle onto a cut portion where the natural soil of the highly adhesive cohesive soil layer is cut to fill the improvement material in an improvement material development area. The cutting process and the filling process are executed as two stages of ground improvement. COPYRIGHT: (C)2011,JPO&INPIT</abstract><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext_linktorsrc |
| identifier | |
| ispartof | |
| issn | |
| language | eng |
| recordid | cdi_epo_espacenet_JP2010248770A |
| source | esp@cenet |
| subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
| title | METHOD OF IMPROVING GROUND ON HIGHLY ADHESIVE COHESIVE SOIL LAYER |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-14T17%3A40%3A44IST&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=NAKAGURO%20KENICHI&rft.date=2010-11-04&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3EJP2010248770A%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 |