CONSTRUCTION METHOD FOR FOUNDATION FOR SOIL IMPROVEMENT AND REDUCTION IN GROUND SUBSIDENCE
PROBLEM TO BE SOLVED: To provide a construction method for a foundation for soil improvement and a reduction in ground subsidence, which enables soil improvement work and subsidence prevention work to be concurrently performed for liquefied ground, which enables a reduction in construction cost and...
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creator | KANEKO OSAMU NOZU MITSUO SANO DAISAKU ONISHI TOMOHARU ISEMOTO NORIAKI YASUI YOSHITOSHI YOSHITOMI HIROKI |
description | PROBLEM TO BE SOLVED: To provide a construction method for a foundation for soil improvement and a reduction in ground subsidence, which enables soil improvement work and subsidence prevention work to be concurrently performed for liquefied ground, which enables a reduction in construction cost and the shortening of a construction period, which can prevent a soil improvement effect from decreasing due to a difference in construction order, which can reduce an environmental load, and which can easily cope with the reduction of the subsidence within a wide load range. SOLUTION: In this construction method for the foundation for the soil improvement and the reduction of the ground subsidence, a spread foundation and a pile, which does not reach a bearing ground layer, are used for the liquefied ground 10. The construction method comprises: a step of placing a soil improving material with a pitch for a liquefaction countermeasure by a placing machine for soil improvement, and compacting the soil improving material, so as to form a soil improving pile 12; and a step of placing the soil improving material by the placing machine for soil improvement, depending on a load of a building, and of subsequently supplying the solidification material to the soil improving material placed by the placing machine for soil improvement, so as to solidify it and form a solidified pile 16. COPYRIGHT: (C)2008,JPO&INPIT |
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SOLUTION: In this construction method for the foundation for the soil improvement and the reduction of the ground subsidence, a spread foundation and a pile, which does not reach a bearing ground layer, are used for the liquefied ground 10. The construction method comprises: a step of placing a soil improving material with a pitch for a liquefaction countermeasure by a placing machine for soil improvement, and compacting the soil improving material, so as to form a soil improving pile 12; and a step of placing the soil improving material by the placing machine for soil improvement, depending on a load of a building, and of subsequently supplying the solidification material to the soil improving material placed by the placing machine for soil improvement, so as to solidify it and form a solidified pile 16. COPYRIGHT: (C)2008,JPO&INPIT</description><language>eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2007</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=20071011&DB=EPODOC&CC=JP&NR=2007262813A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20071011&DB=EPODOC&CC=JP&NR=2007262813A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>KANEKO OSAMU</creatorcontrib><creatorcontrib>NOZU MITSUO</creatorcontrib><creatorcontrib>SANO DAISAKU</creatorcontrib><creatorcontrib>ONISHI TOMOHARU</creatorcontrib><creatorcontrib>ISEMOTO NORIAKI</creatorcontrib><creatorcontrib>YASUI YOSHITOSHI</creatorcontrib><creatorcontrib>YOSHITOMI HIROKI</creatorcontrib><title>CONSTRUCTION METHOD FOR FOUNDATION FOR SOIL IMPROVEMENT AND REDUCTION IN GROUND SUBSIDENCE</title><description>PROBLEM TO BE SOLVED: To provide a construction method for a foundation for soil improvement and a reduction in ground subsidence, which enables soil improvement work and subsidence prevention work to be concurrently performed for liquefied ground, which enables a reduction in construction cost and the shortening of a construction period, which can prevent a soil improvement effect from decreasing due to a difference in construction order, which can reduce an environmental load, and which can easily cope with the reduction of the subsidence within a wide load range. SOLUTION: In this construction method for the foundation for the soil improvement and the reduction of the ground subsidence, a spread foundation and a pile, which does not reach a bearing ground layer, are used for the liquefied ground 10. The construction method comprises: a step of placing a soil improving material with a pitch for a liquefaction countermeasure by a placing machine for soil improvement, and compacting the soil improving material, so as to form a soil improving pile 12; and a step of placing the soil improving material by the placing machine for soil improvement, depending on a load of a building, and of subsequently supplying the solidification material to the soil improving material placed by the placing machine for soil improvement, so as to solidify it and form a solidified pile 16. 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SOLUTION: In this construction method for the foundation for the soil improvement and the reduction of the ground subsidence, a spread foundation and a pile, which does not reach a bearing ground layer, are used for the liquefied ground 10. The construction method comprises: a step of placing a soil improving material with a pitch for a liquefaction countermeasure by a placing machine for soil improvement, and compacting the soil improving material, so as to form a soil improving pile 12; and a step of placing the soil improving material by the placing machine for soil improvement, depending on a load of a building, and of subsequently supplying the solidification material to the soil improving material placed by the placing machine for soil improvement, so as to solidify it and form a solidified pile 16. COPYRIGHT: (C)2008,JPO&INPIT</abstract><oa>free_for_read</oa></addata></record> |
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subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
title | CONSTRUCTION METHOD FOR FOUNDATION FOR SOIL IMPROVEMENT AND REDUCTION IN GROUND SUBSIDENCE |
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