Structure for compressing ultra wide embankment filling
The utility model discloses a structure for compressing ultra wide embankment filling to realize the excavation and reutilization of an ultra wide compressed filling body of the embankment filling and ensure that the compression effect of an inside embankment filling body is not influenced. The stru...
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| creator | ZHAO QINGHAI ZENG YONGHONG LI ANHONG LIU YANG GONG JIANHUI GE XUEJUN LI NING YAO YUCHUN LI JINGYUAN YUAN BIYU TANG DIJIA WU PEIPEI GUO ZAIXU PANG YINGGANG DENG MIN |
| description | The utility model discloses a structure for compressing ultra wide embankment filling to realize the excavation and reutilization of an ultra wide compressed filling body of the embankment filling and ensure that the compression effect of an inside embankment filling body is not influenced. The structure comprises an embankment filling body which is compressed on a rock-soil body of a foundation by layers, and an ultra wide filling body arranged on the outer side of a slope of the embankment filling body, wherein the ultra wide filling body and the embankment filling body are simultaneously compressed by layers; non-woven permeable geotextiles are paved inside the embankment filling body and close to the slope by layers; each layer of non-woven permeable geotextile is upwards wrapped in the embankment filling body according to the slope rate of the slope surface of the embankment filling body. |
| format | Patent |
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The structure comprises an embankment filling body which is compressed on a rock-soil body of a foundation by layers, and an ultra wide filling body arranged on the outer side of a slope of the embankment filling body, wherein the ultra wide filling body and the embankment filling body are simultaneously compressed by layers; non-woven permeable geotextiles are paved inside the embankment filling body and close to the slope by layers; each layer of non-woven permeable geotextile is upwards wrapped in the embankment filling body according to the slope rate of the slope surface of the embankment filling body.</description><language>chi ; eng</language><subject>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES ; CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, ORTHE LIKE ; EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2014</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=20140820&DB=EPODOC&CC=CN&NR=203782674U$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20140820&DB=EPODOC&CC=CN&NR=203782674U$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>ZHAO QINGHAI</creatorcontrib><creatorcontrib>ZENG YONGHONG</creatorcontrib><creatorcontrib>LI ANHONG</creatorcontrib><creatorcontrib>LIU YANG</creatorcontrib><creatorcontrib>GONG JIANHUI</creatorcontrib><creatorcontrib>GE XUEJUN</creatorcontrib><creatorcontrib>LI NING</creatorcontrib><creatorcontrib>YAO YUCHUN</creatorcontrib><creatorcontrib>LI JINGYUAN</creatorcontrib><creatorcontrib>YUAN BIYU</creatorcontrib><creatorcontrib>TANG DIJIA</creatorcontrib><creatorcontrib>WU PEIPEI</creatorcontrib><creatorcontrib>GUO ZAIXU</creatorcontrib><creatorcontrib>PANG YINGGANG</creatorcontrib><creatorcontrib>DENG MIN</creatorcontrib><title>Structure for compressing ultra wide embankment filling</title><description>The utility model discloses a structure for compressing ultra wide embankment filling to realize the excavation and reutilization of an ultra wide compressed filling body of the embankment filling and ensure that the compression effect of an inside embankment filling body is not influenced. The structure comprises an embankment filling body which is compressed on a rock-soil body of a foundation by layers, and an ultra wide filling body arranged on the outer side of a slope of the embankment filling body, wherein the ultra wide filling body and the embankment filling body are simultaneously compressed by layers; non-woven permeable geotextiles are paved inside the embankment filling body and close to the slope by layers; each layer of non-woven permeable geotextile is upwards wrapped in the embankment filling body according to the slope rate of the slope surface of the embankment filling body.</description><subject>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</subject><subject>CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, ORTHE LIKE</subject><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR</subject><subject>SOIL SHIFTING</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2014</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZDAPLikqTS4pLUpVSMsvUkjOzy0oSi0uzsxLVyjNKSlKVCjPTElVSM1NSszLzk3NK1FIy8zJAcryMLCmJeYUp_JCaW4GJTfXEGcP3dSC_PjU4oLE5NS81JJ4Zz8jA2NzCyMzc5PQUGOiFAEAfM8vWg</recordid><startdate>20140820</startdate><enddate>20140820</enddate><creator>ZHAO QINGHAI</creator><creator>ZENG YONGHONG</creator><creator>LI ANHONG</creator><creator>LIU YANG</creator><creator>GONG JIANHUI</creator><creator>GE XUEJUN</creator><creator>LI NING</creator><creator>YAO YUCHUN</creator><creator>LI JINGYUAN</creator><creator>YUAN BIYU</creator><creator>TANG DIJIA</creator><creator>WU PEIPEI</creator><creator>GUO ZAIXU</creator><creator>PANG YINGGANG</creator><creator>DENG MIN</creator><scope>EVB</scope></search><sort><creationdate>20140820</creationdate><title>Structure for compressing ultra wide embankment filling</title><author>ZHAO QINGHAI ; ZENG YONGHONG ; LI ANHONG ; LIU YANG ; GONG JIANHUI ; GE XUEJUN ; LI NING ; YAO YUCHUN ; LI JINGYUAN ; YUAN BIYU ; TANG DIJIA ; WU PEIPEI ; GUO ZAIXU ; PANG YINGGANG ; DENG MIN</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN203782674UU3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2014</creationdate><topic>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</topic><topic>CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, ORTHE LIKE</topic><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR</topic><topic>SOIL SHIFTING</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><toplevel>online_resources</toplevel><creatorcontrib>ZHAO QINGHAI</creatorcontrib><creatorcontrib>ZENG YONGHONG</creatorcontrib><creatorcontrib>LI ANHONG</creatorcontrib><creatorcontrib>LIU YANG</creatorcontrib><creatorcontrib>GONG JIANHUI</creatorcontrib><creatorcontrib>GE XUEJUN</creatorcontrib><creatorcontrib>LI NING</creatorcontrib><creatorcontrib>YAO YUCHUN</creatorcontrib><creatorcontrib>LI JINGYUAN</creatorcontrib><creatorcontrib>YUAN BIYU</creatorcontrib><creatorcontrib>TANG DIJIA</creatorcontrib><creatorcontrib>WU PEIPEI</creatorcontrib><creatorcontrib>GUO ZAIXU</creatorcontrib><creatorcontrib>PANG YINGGANG</creatorcontrib><creatorcontrib>DENG MIN</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>ZHAO QINGHAI</au><au>ZENG YONGHONG</au><au>LI ANHONG</au><au>LIU YANG</au><au>GONG JIANHUI</au><au>GE XUEJUN</au><au>LI NING</au><au>YAO YUCHUN</au><au>LI JINGYUAN</au><au>YUAN BIYU</au><au>TANG DIJIA</au><au>WU PEIPEI</au><au>GUO ZAIXU</au><au>PANG YINGGANG</au><au>DENG MIN</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Structure for compressing ultra wide embankment filling</title><date>2014-08-20</date><risdate>2014</risdate><abstract>The utility model discloses a structure for compressing ultra wide embankment filling to realize the excavation and reutilization of an ultra wide compressed filling body of the embankment filling and ensure that the compression effect of an inside embankment filling body is not influenced. The structure comprises an embankment filling body which is compressed on a rock-soil body of a foundation by layers, and an ultra wide filling body arranged on the outer side of a slope of the embankment filling body, wherein the ultra wide filling body and the embankment filling body are simultaneously compressed by layers; non-woven permeable geotextiles are paved inside the embankment filling body and close to the slope by layers; each layer of non-woven permeable geotextile is upwards wrapped in the embankment filling body according to the slope rate of the slope surface of the embankment filling body.</abstract><oa>free_for_read</oa></addata></record> |
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| language | chi ; eng |
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| subjects | CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, ORTHE LIKE EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
| title | Structure for compressing ultra wide embankment filling |
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