Effects of Soil Liquefaction to Foundation Bearing Capacity Based on Empirical and Numerical Simulation
Soil liquefaction is one of the collateral hazards of earthquakes which can cause a soil layer to lose its bearing capacity, which can affect the stability of structures. Failure of a building structure can cost many lives, especially in strategic buildings. This research discusses bored pile founda...
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| Veröffentlicht in: | IOP conference series. Earth and environmental science 2024-07, Vol.1373 (1), p.12011 |
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| creator | Setyadi, G P Rifa’i, A Indrawan, I G B |
| description | Soil liquefaction is one of the collateral hazards of earthquakes which can cause a soil layer to lose its bearing capacity, which can affect the stability of structures. Failure of a building structure can cost many lives, especially in strategic buildings. This research discusses bored pile foundations from the planned construction of elevated road in the Purwomartani area which located in moderate liquefaction vulnerability zone. The objective of this study is to estimate the influence of soil liquefaction on pile foundation capacity in elevated road construction plan in Purwomartani. This research uses empirical approach of Reese and O’Neil 1989 to calculate the axial bearing capacity of the pile under static and liquefaction conditions, and numerical simulation with the help of RSPile software to model the soil-pile interaction and the pile displacement under lateral loading. The data used in this research includes liquefaction potential data, foundation profile, soil investigation, standard penetration test, and laboratory tests. The analysis results showed that liquefaction caused a reduction in the foundation bearing capacity where axial bearing capacity reduce about 39,92 – 21,28% and lateral bearing capacity reduce by 5,31%. |
| doi_str_mv | 10.1088/1755-1315/1373/1/012011 |
| format | Article |
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Failure of a building structure can cost many lives, especially in strategic buildings. This research discusses bored pile foundations from the planned construction of elevated road in the Purwomartani area which located in moderate liquefaction vulnerability zone. The objective of this study is to estimate the influence of soil liquefaction on pile foundation capacity in elevated road construction plan in Purwomartani. This research uses empirical approach of Reese and O’Neil 1989 to calculate the axial bearing capacity of the pile under static and liquefaction conditions, and numerical simulation with the help of RSPile software to model the soil-pile interaction and the pile displacement under lateral loading. The data used in this research includes liquefaction potential data, foundation profile, soil investigation, standard penetration test, and laboratory tests. 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Earth and environmental science</title><addtitle>IOP Conf. Ser.: Earth Environ. Sci</addtitle><description>Soil liquefaction is one of the collateral hazards of earthquakes which can cause a soil layer to lose its bearing capacity, which can affect the stability of structures. Failure of a building structure can cost many lives, especially in strategic buildings. This research discusses bored pile foundations from the planned construction of elevated road in the Purwomartani area which located in moderate liquefaction vulnerability zone. The objective of this study is to estimate the influence of soil liquefaction on pile foundation capacity in elevated road construction plan in Purwomartani. This research uses empirical approach of Reese and O’Neil 1989 to calculate the axial bearing capacity of the pile under static and liquefaction conditions, and numerical simulation with the help of RSPile software to model the soil-pile interaction and the pile displacement under lateral loading. The data used in this research includes liquefaction potential data, foundation profile, soil investigation, standard penetration test, and laboratory tests. The analysis results showed that liquefaction caused a reduction in the foundation bearing capacity where axial bearing capacity reduce about 39,92 – 21,28% and lateral bearing capacity reduce by 5,31%.</description><subject>Bearing capacity</subject><subject>Bore pile</subject><subject>Bored piles</subject><subject>Construction management</subject><subject>Earthquakes</subject><subject>Empirical approach</subject><subject>Foundation construction</subject><subject>Laboratory tests</subject><subject>Lateral displacement</subject><subject>Lateral loads</subject><subject>Liquefaction</subject><subject>Mathematical models</subject><subject>Numerical simulation</subject><subject>Pile bearing capacities</subject><subject>Pile foundations</subject><subject>Road construction</subject><subject>Seismic activity</subject><subject>Seismic hazard</subject><subject>Soil bearing capacity</subject><subject>Soil investigations</subject><subject>Soil layers</subject><subject>Soil penetration tests</subject><subject>Soil testing</subject><subject>Soil-pile interaction</subject><subject>Soils</subject><issn>1755-1307</issn><issn>1755-1315</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><sourceid>O3W</sourceid><sourceid>BENPR</sourceid><recordid>eNqFkE9LwzAYh4MoOKefwYAnD7NJsybt0Y1OhaGH6Tlk-TMy2qYm7WHf3nSViSB4Sl7e5_e-yQPALUYPGOV5glmWzTDBWYIJIwlOEE4Rxmdgcuqcn-6IXYKrEPYIUTYnxQTsSmO07AJ0Bm6creDafvbaCNlZ18DOwZXrGyWO1UILb5sdXIpWSNsd4EIErWDslHVrvZWigqJR8LWv9VhtbN1Xx_A1uDCiCvrm-5yCj1X5vnyerd-eXpaP65lM87ybpYQSwySLLygEnVNptDKmSLHZylwpoVmmiKYKF0wUjOUoM5JEOqUm3Qq6JVNwN85tvYsfCR3fu943cSUnKKeE0hSzSLGRkt6F4LXhrbe18AeOER-s8sEXH9zxwSrHfLQak_dj0rr2Z3RZbn5zvFUmsuQP9r8NX9GPh_g</recordid><startdate>20240701</startdate><enddate>20240701</enddate><creator>Setyadi, G P</creator><creator>Rifa’i, A</creator><creator>Indrawan, I G B</creator><general>IOP Publishing</general><scope>O3W</scope><scope>TSCCA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>ABUWG</scope><scope>AEUYN</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>20240701</creationdate><title>Effects of Soil Liquefaction to Foundation Bearing Capacity Based on Empirical and Numerical Simulation</title><author>Setyadi, G P ; Rifa’i, A ; Indrawan, I G B</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c288t-2363f7c7efa9a646cfedff921fbc8ddae75d3e6d197a977805fc37ef26f2ba6b3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><topic>Bearing capacity</topic><topic>Bore pile</topic><topic>Bored piles</topic><topic>Construction management</topic><topic>Earthquakes</topic><topic>Empirical approach</topic><topic>Foundation construction</topic><topic>Laboratory tests</topic><topic>Lateral displacement</topic><topic>Lateral loads</topic><topic>Liquefaction</topic><topic>Mathematical models</topic><topic>Numerical simulation</topic><topic>Pile bearing capacities</topic><topic>Pile foundations</topic><topic>Road construction</topic><topic>Seismic activity</topic><topic>Seismic hazard</topic><topic>Soil bearing capacity</topic><topic>Soil investigations</topic><topic>Soil layers</topic><topic>Soil penetration tests</topic><topic>Soil testing</topic><topic>Soil-pile interaction</topic><topic>Soils</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Setyadi, G P</creatorcontrib><creatorcontrib>Rifa’i, A</creatorcontrib><creatorcontrib>Indrawan, I G B</creatorcontrib><collection>Institute of Physics Open Access Journal Titles</collection><collection>IOPscience (Open Access)</collection><collection>CrossRef</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>ProQuest Natural Science Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central</collection><collection>ProQuest Central Student</collection><collection>SciTech Premium Collection</collection><collection>Environmental Science Database</collection><collection>Publicly Available Content (ProQuest)</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>Setyadi, G P</au><au>Rifa’i, A</au><au>Indrawan, I G B</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effects of Soil Liquefaction to Foundation Bearing Capacity Based on Empirical and Numerical Simulation</atitle><jtitle>IOP conference series. Earth and environmental science</jtitle><addtitle>IOP Conf. Ser.: Earth Environ. Sci</addtitle><date>2024-07-01</date><risdate>2024</risdate><volume>1373</volume><issue>1</issue><spage>12011</spage><pages>12011-</pages><issn>1755-1307</issn><eissn>1755-1315</eissn><abstract>Soil liquefaction is one of the collateral hazards of earthquakes which can cause a soil layer to lose its bearing capacity, which can affect the stability of structures. Failure of a building structure can cost many lives, especially in strategic buildings. This research discusses bored pile foundations from the planned construction of elevated road in the Purwomartani area which located in moderate liquefaction vulnerability zone. The objective of this study is to estimate the influence of soil liquefaction on pile foundation capacity in elevated road construction plan in Purwomartani. This research uses empirical approach of Reese and O’Neil 1989 to calculate the axial bearing capacity of the pile under static and liquefaction conditions, and numerical simulation with the help of RSPile software to model the soil-pile interaction and the pile displacement under lateral loading. The data used in this research includes liquefaction potential data, foundation profile, soil investigation, standard penetration test, and laboratory tests. The analysis results showed that liquefaction caused a reduction in the foundation bearing capacity where axial bearing capacity reduce about 39,92 – 21,28% and lateral bearing capacity reduce by 5,31%.</abstract><cop>Bristol</cop><pub>IOP Publishing</pub><doi>10.1088/1755-1315/1373/1/012011</doi><tpages>13</tpages><oa>free_for_read</oa></addata></record> |
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| subjects | Bearing capacity Bore pile Bored piles Construction management Earthquakes Empirical approach Foundation construction Laboratory tests Lateral displacement Lateral loads Liquefaction Mathematical models Numerical simulation Pile bearing capacities Pile foundations Road construction Seismic activity Seismic hazard Soil bearing capacity Soil investigations Soil layers Soil penetration tests Soil testing Soil-pile interaction Soils |
| title | Effects of Soil Liquefaction to Foundation Bearing Capacity Based on Empirical and Numerical Simulation |
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