METHOD FOR EVALUATING HORIZONTAL RESISTANCE OF UNDERGROUND STRUCTURE
PROBLEM TO BE SOLVED: To more accurately evaluate the horizontal resistance of an underground structure surrounded by a soil cement wall whose upper part is at least formed as an earth retaining wall, and integrated with the soil cement wall.SOLUTION: The evaluation method of the horizontal resistan...
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creator | WACHI YASUHARU GOKAN SHOKICHI SUDO TOSHIMI |
description | PROBLEM TO BE SOLVED: To more accurately evaluate the horizontal resistance of an underground structure surrounded by a soil cement wall whose upper part is at least formed as an earth retaining wall, and integrated with the soil cement wall.SOLUTION: The evaluation method of the horizontal resistance of a pile 10 surrounded by a soil cement column row wall 20 whose upper part is formed as an earth retaining wall, and integrated with the soil cement column row wall 20 is characterized such that a valid width D for evaluating the horizontal resistance of the pile 10 is set to a width d' calculated by adding a diameter d of the pile 10 to the thickness of the soil cement column row wall 20 at both sides. |
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EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; GALLERIES ; HYDRAULIC ENGINEERING ; LARGE UNDERGROUND CHAMBERS ; MINING ; SHAFTS ; SOIL SHIFTING ; TUNNELS ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2013</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=20130829&DB=EPODOC&CC=JP&NR=2013167067A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20130829&DB=EPODOC&CC=JP&NR=2013167067A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>WACHI YASUHARU</creatorcontrib><creatorcontrib>GOKAN SHOKICHI</creatorcontrib><creatorcontrib>SUDO TOSHIMI</creatorcontrib><title>METHOD FOR EVALUATING HORIZONTAL RESISTANCE OF UNDERGROUND STRUCTURE</title><description>PROBLEM TO BE SOLVED: To more accurately evaluate the horizontal resistance of an underground structure surrounded by a soil cement wall whose upper part is at least formed as an earth retaining wall, and integrated with the soil cement wall.SOLUTION: The evaluation method of the horizontal resistance of a pile 10 surrounded by a soil cement column row wall 20 whose upper part is formed as an earth retaining wall, and integrated with the soil cement column row wall 20 is characterized such that a valid width D for evaluating the horizontal resistance of the pile 10 is set to a width d' calculated by adding a diameter d of the pile 10 to the thickness of the soil cement column row wall 20 at both sides.</description><subject>EARTH DRILLING</subject><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>GALLERIES</subject><subject>HYDRAULIC ENGINEERING</subject><subject>LARGE UNDERGROUND CHAMBERS</subject><subject>MINING</subject><subject>SHAFTS</subject><subject>SOIL SHIFTING</subject><subject>TUNNELS</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2013</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZHDxdQ3x8HdRcPMPUnANc_QJdQzx9HNX8PAP8ozy9wtx9FEIcg32DA5x9HN2VfB3Uwj1c3ENcg_yB9IKwSFBoc4hoUGuPAysaYk5xam8UJqbQcnNNcTZQze1ID8-tbggMTk1L7Uk3ivAyMDQ2NDM3MDM3NGYKEUA7W0sxw</recordid><startdate>20130829</startdate><enddate>20130829</enddate><creator>WACHI YASUHARU</creator><creator>GOKAN SHOKICHI</creator><creator>SUDO TOSHIMI</creator><scope>EVB</scope></search><sort><creationdate>20130829</creationdate><title>METHOD FOR EVALUATING HORIZONTAL RESISTANCE OF UNDERGROUND STRUCTURE</title><author>WACHI YASUHARU ; GOKAN SHOKICHI ; SUDO TOSHIMI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2013167067A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>2013</creationdate><topic>EARTH DRILLING</topic><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>GALLERIES</topic><topic>HYDRAULIC ENGINEERING</topic><topic>LARGE UNDERGROUND CHAMBERS</topic><topic>MINING</topic><topic>SHAFTS</topic><topic>SOIL SHIFTING</topic><topic>TUNNELS</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><toplevel>online_resources</toplevel><creatorcontrib>WACHI YASUHARU</creatorcontrib><creatorcontrib>GOKAN SHOKICHI</creatorcontrib><creatorcontrib>SUDO TOSHIMI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>WACHI YASUHARU</au><au>GOKAN SHOKICHI</au><au>SUDO TOSHIMI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>METHOD FOR EVALUATING HORIZONTAL RESISTANCE OF UNDERGROUND STRUCTURE</title><date>2013-08-29</date><risdate>2013</risdate><abstract>PROBLEM TO BE SOLVED: To more accurately evaluate the horizontal resistance of an underground structure surrounded by a soil cement wall whose upper part is at least formed as an earth retaining wall, and integrated with the soil cement wall.SOLUTION: The evaluation method of the horizontal resistance of a pile 10 surrounded by a soil cement column row wall 20 whose upper part is formed as an earth retaining wall, and integrated with the soil cement column row wall 20 is characterized such that a valid width D for evaluating the horizontal resistance of the pile 10 is set to a width d' calculated by adding a diameter d of the pile 10 to the thickness of the soil cement column row wall 20 at both sides.</abstract><oa>free_for_read</oa></addata></record> |
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subjects | EARTH DRILLING EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS GALLERIES HYDRAULIC ENGINEERING LARGE UNDERGROUND CHAMBERS MINING SHAFTS SOIL SHIFTING TUNNELS UNDERGROUND OR UNDERWATER STRUCTURES |
title | METHOD FOR EVALUATING HORIZONTAL RESISTANCE OF UNDERGROUND STRUCTURE |
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