Rapid impact compaction method as an alternative ground improvement technology in infrastructure project
Rapid Impact Compaction (RIC) is a ground improvement technology which have similarity with dynamic compaction method that most suitable applied to granular soil. The performance of Rapid Impact Compaction on the Airplane Refuelling Station Project Yogyakarta International Airport has been discussed...
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| Veröffentlicht in: | IOP conference series. Earth and environmental science 2023-04, Vol.1169 (1), p.12012 |
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| creator | Suhendra, Andryan Fendy |
| description | Rapid Impact Compaction (RIC) is a ground improvement technology which have similarity with dynamic compaction method that most suitable applied to granular soil. The performance of Rapid Impact Compaction on the Airplane Refuelling Station Project Yogyakarta International Airport has been discussed in this paper. Two aspects of RIC performance observed in this are the increasing of shear strength as well as the depth of RIC influence though the changing of Standard Penetration Test (SPT) value. After treatment, the SPT value increase up to 300%, whereas the depth of influence of the Rapid Impact Compaction Method (RIC) is about up to 8 m. Based on the result, the formula can be generated i.e., Y = -0.0114 (X)
2
+1.1702 (X) +12.875 where Y is the SPT value after treatment and X is the SPT value before treatment. |
| doi_str_mv | 10.1088/1755-1315/1169/1/012012 |
| format | Article |
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2
+1.1702 (X) +12.875 where Y is the SPT value after treatment and X is the SPT value before treatment.</description><identifier>ISSN: 1755-1307</identifier><identifier>EISSN: 1755-1315</identifier><identifier>DOI: 10.1088/1755-1315/1169/1/012012</identifier><language>eng</language><publisher>Bristol: IOP Publishing</publisher><subject>Airports ; Compaction ; ground improvement technology ; Penetration tests ; rapid impact compaction ; Shear strength ; Soil compaction ; Soil dynamics ; soil shear strength ; standard penetration test ; Technology</subject><ispartof>IOP conference series. Earth and environmental science, 2023-04, Vol.1169 (1), p.12012</ispartof><rights>Published under licence by IOP Publishing Ltd</rights><rights>Published under licence by IOP Publishing Ltd. This work is published under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c2732-1990391b753cd0f8221a29bb7df567a4ec030eb3da94e4842a0d39dbdc42c8b63</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://iopscience.iop.org/article/10.1088/1755-1315/1169/1/012012/pdf$$EPDF$$P50$$Giop$$Hfree_for_read</linktopdf><link.rule.ids>314,780,784,27924,27925,38868,38890,53840,53867</link.rule.ids></links><search><creatorcontrib>Suhendra, Andryan</creatorcontrib><creatorcontrib>Fendy</creatorcontrib><title>Rapid impact compaction method as an alternative ground improvement technology in infrastructure project</title><title>IOP conference series. Earth and environmental science</title><addtitle>IOP Conf. Ser.: Earth Environ. Sci</addtitle><description>Rapid Impact Compaction (RIC) is a ground improvement technology which have similarity with dynamic compaction method that most suitable applied to granular soil. The performance of Rapid Impact Compaction on the Airplane Refuelling Station Project Yogyakarta International Airport has been discussed in this paper. Two aspects of RIC performance observed in this are the increasing of shear strength as well as the depth of RIC influence though the changing of Standard Penetration Test (SPT) value. After treatment, the SPT value increase up to 300%, whereas the depth of influence of the Rapid Impact Compaction Method (RIC) is about up to 8 m. Based on the result, the formula can be generated i.e., Y = -0.0114 (X)
2
+1.1702 (X) +12.875 where Y is the SPT value after treatment and X is the SPT value before treatment.</description><subject>Airports</subject><subject>Compaction</subject><subject>ground improvement technology</subject><subject>Penetration tests</subject><subject>rapid impact compaction</subject><subject>Shear strength</subject><subject>Soil compaction</subject><subject>Soil dynamics</subject><subject>soil shear strength</subject><subject>standard penetration test</subject><subject>Technology</subject><issn>1755-1307</issn><issn>1755-1315</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><sourceid>O3W</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNqFkF1LwzAUhoMoOKe_wYBXXtTmo22aSxnzAwaCH9chTdKto21qkg72721XmQiCcOAcOO9zEh4ArjG6wyjPY8zSNMIUpzHGGY9xjDAZ6gTMjpvT44zYObjwfotQxhLKZ2DzKrtKw6rppApQ2UOvbAsbEzZWQ-mhbKGsg3GtDNXOwLWzfXsgnN2ZxrQBBqM2ra3teg-rdqjSSR9cr0LvDBxiW6PCJTgrZe3N1Xefg4-H5fviKVq9PD4v7leRIoySCHOOKMcFS6nSqMwJwZLwomC6TDMmE6MQRaagWvLEJHlCJNKU60KrhKi8yOgc3Ex3h3c_e-OD2Np--HvtBclRnqUZ5nhIsSmlnPXemVJ0rmqk2wuMxKhVjMLEKE-MWgUWk9aBpBNZ2e7n9P_U7R_Ucvn2Oyc6XdIvUbuIyg</recordid><startdate>20230401</startdate><enddate>20230401</enddate><creator>Suhendra, Andryan</creator><creator>Fendy</creator><general>IOP Publishing</general><scope>O3W</scope><scope>TSCCA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>PATMY</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PYCSY</scope></search><sort><creationdate>20230401</creationdate><title>Rapid impact compaction method as an alternative ground improvement technology in infrastructure project</title><author>Suhendra, Andryan ; Fendy</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2732-1990391b753cd0f8221a29bb7df567a4ec030eb3da94e4842a0d39dbdc42c8b63</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Airports</topic><topic>Compaction</topic><topic>ground improvement technology</topic><topic>Penetration tests</topic><topic>rapid impact compaction</topic><topic>Shear strength</topic><topic>Soil compaction</topic><topic>Soil dynamics</topic><topic>soil shear strength</topic><topic>standard penetration test</topic><topic>Technology</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Suhendra, Andryan</creatorcontrib><creatorcontrib>Fendy</creatorcontrib><collection>IOP Publishing Free Content</collection><collection>IOPscience (Open Access)</collection><collection>CrossRef</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Natural Science Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ProQuest Central Student</collection><collection>SciTech Premium Collection</collection><collection>Environmental Science Database</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Environmental Science Collection</collection><jtitle>IOP conference series. Earth and environmental science</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Suhendra, Andryan</au><au>Fendy</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Rapid impact compaction method as an alternative ground improvement technology in infrastructure project</atitle><jtitle>IOP conference series. Earth and environmental science</jtitle><addtitle>IOP Conf. Ser.: Earth Environ. Sci</addtitle><date>2023-04-01</date><risdate>2023</risdate><volume>1169</volume><issue>1</issue><spage>12012</spage><pages>12012-</pages><issn>1755-1307</issn><eissn>1755-1315</eissn><abstract>Rapid Impact Compaction (RIC) is a ground improvement technology which have similarity with dynamic compaction method that most suitable applied to granular soil. The performance of Rapid Impact Compaction on the Airplane Refuelling Station Project Yogyakarta International Airport has been discussed in this paper. Two aspects of RIC performance observed in this are the increasing of shear strength as well as the depth of RIC influence though the changing of Standard Penetration Test (SPT) value. After treatment, the SPT value increase up to 300%, whereas the depth of influence of the Rapid Impact Compaction Method (RIC) is about up to 8 m. Based on the result, the formula can be generated i.e., Y = -0.0114 (X)
2
+1.1702 (X) +12.875 where Y is the SPT value after treatment and X is the SPT value before treatment.</abstract><cop>Bristol</cop><pub>IOP Publishing</pub><doi>10.1088/1755-1315/1169/1/012012</doi><tpages>10</tpages><oa>free_for_read</oa></addata></record> |
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| source | IOP Publishing Free Content; Institute of Physics IOPscience extra; EZB-FREE-00999 freely available EZB journals |
| subjects | Airports Compaction ground improvement technology Penetration tests rapid impact compaction Shear strength Soil compaction Soil dynamics soil shear strength standard penetration test Technology |
| title | Rapid impact compaction method as an alternative ground improvement technology in infrastructure project |
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