Application of Back Analysis on Laterally Loaded Single Pile
In views of the limitations of the existing methods for calculating the pile foundation capacity, a back analysis approach of the m-value is introduced. In order to consider the sensitivity of pile behavior to the m-value,the relationships between the applied horizontal loads at pile head and the co...
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| Veröffentlicht in: | Shanghai jiao tong da xue xue bao 2015-12, Vol.20 (6), p.696-702 |
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| container_title | Shanghai jiao tong da xue xue bao |
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| creator | 吴锋 龚景海 富坤 |
| description | In views of the limitations of the existing methods for calculating the pile foundation capacity, a back analysis approach of the m-value is introduced. In order to consider the sensitivity of pile behavior to the m-value,the relationships between the applied horizontal loads at pile head and the corresponding m-value along with the pile stiffness changes are studied. Based on statistics data from the extensive in-situ tests, the back analysis results suggest an exponential expression for the m-value in various soil conditions and horizontal displacements at pile head. This method is capable of providing an accurate m-value in calculating the pile responses under lateral loads. |
| doi_str_mv | 10.1007/s12204-015-1679-7 |
| format | Article |
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Shanghai Jiaotong Univ. (Sci.)</addtitle><addtitle>Journal of Shanghai Jiaotong university</addtitle><description>In views of the limitations of the existing methods for calculating the pile foundation capacity, a back analysis approach of the m-value is introduced. In order to consider the sensitivity of pile behavior to the m-value,the relationships between the applied horizontal loads at pile head and the corresponding m-value along with the pile stiffness changes are studied. Based on statistics data from the extensive in-situ tests, the back analysis results suggest an exponential expression for the m-value in various soil conditions and horizontal displacements at pile head. This method is capable of providing an accurate m-value in calculating the pile responses under lateral loads.</description><subject>Architecture</subject><subject>Computer Science</subject><subject>Electrical Engineering</subject><subject>Engineering</subject><subject>Horizontal loads</subject><subject>Lateral loads</subject><subject>Life Sciences</subject><subject>Materials Science</subject><subject>Mathematical analysis</subject><subject>Pile foundations</subject><subject>Piles</subject><subject>Soil (material)</subject><subject>Statistical tests</subject><subject>Stiffness</subject><issn>1007-1172</issn><issn>1995-8188</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2015</creationdate><recordtype>article</recordtype><recordid>eNp9kMtKAzEUhoMoWC8P4G5w5Saa-wXc1OINBhTUdUgzmTo1nUyTdtG3N2WKS1fncPj-88MHwBVGtxgheZcxIYhBhDnEQmooj8AEa82hwkodl71AEGNJTsFZzkuEGKJUT8D9dBhC5-ymi30V2-rBup9q2tuwy12uyq22G59sCLuqjrbxTfXR9Yvgq_cu-Atw0tqQ_eVhnoOvp8fP2Qus355fZ9MaOiKohFoqSZ1qGMHSKUVbxwnyyM69tWSOqSUIeacZd6JhVstGt4pRxkXLGVetpefgZvw7pLje-rwxqy47H4LtfdxmgxXlgiHEaUHxiLoUc06-NUPqVjbtDEZmL8GMpkwxZfamjCwZMmZyYfuFT2YZt6k4yP-Grg9F37FfrEvur0kIKYRGXNNf5B91Aw</recordid><startdate>20151201</startdate><enddate>20151201</enddate><creator>吴锋 龚景海 富坤</creator><general>Shanghai Jiaotong University Press</general><scope>2RA</scope><scope>92L</scope><scope>CQIGP</scope><scope>W92</scope><scope>~WA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SC</scope><scope>7SP</scope><scope>7SR</scope><scope>7TB</scope><scope>7U5</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>JQ2</scope><scope>KR7</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope></search><sort><creationdate>20151201</creationdate><title>Application of Back Analysis on Laterally Loaded Single Pile</title><author>吴锋 龚景海 富坤</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2637-97873c8d4217c883fc520e0abeaa2b13a200ec945c6d4a97d9f843456f5458fa3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2015</creationdate><topic>Architecture</topic><topic>Computer Science</topic><topic>Electrical Engineering</topic><topic>Engineering</topic><topic>Horizontal loads</topic><topic>Lateral loads</topic><topic>Life Sciences</topic><topic>Materials Science</topic><topic>Mathematical analysis</topic><topic>Pile foundations</topic><topic>Piles</topic><topic>Soil (material)</topic><topic>Statistical tests</topic><topic>Stiffness</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>吴锋 龚景海 富坤</creatorcontrib><collection>维普_期刊</collection><collection>中文科技期刊数据库-CALIS站点</collection><collection>维普中文期刊数据库</collection><collection>中文科技期刊数据库-工程技术</collection><collection>中文科技期刊数据库- 镜像站点</collection><collection>CrossRef</collection><collection>Computer and Information Systems Abstracts</collection><collection>Electronics & Communications Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Solid State and Superconductivity Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>ProQuest Computer Science Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection><jtitle>Shanghai jiao tong da xue xue bao</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>吴锋 龚景海 富坤</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Application of Back Analysis on Laterally Loaded Single Pile</atitle><jtitle>Shanghai jiao tong da xue xue bao</jtitle><stitle>J. Shanghai Jiaotong Univ. (Sci.)</stitle><addtitle>Journal of Shanghai Jiaotong university</addtitle><date>2015-12-01</date><risdate>2015</risdate><volume>20</volume><issue>6</issue><spage>696</spage><epage>702</epage><pages>696-702</pages><issn>1007-1172</issn><eissn>1995-8188</eissn><abstract>In views of the limitations of the existing methods for calculating the pile foundation capacity, a back analysis approach of the m-value is introduced. In order to consider the sensitivity of pile behavior to the m-value,the relationships between the applied horizontal loads at pile head and the corresponding m-value along with the pile stiffness changes are studied. Based on statistics data from the extensive in-situ tests, the back analysis results suggest an exponential expression for the m-value in various soil conditions and horizontal displacements at pile head. 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| fulltext | fulltext |
| identifier | ISSN: 1007-1172 |
| ispartof | Shanghai jiao tong da xue xue bao, 2015-12, Vol.20 (6), p.696-702 |
| issn | 1007-1172 1995-8188 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_1835640053 |
| source | Springer Journals; Alma/SFX Local Collection |
| subjects | Architecture Computer Science Electrical Engineering Engineering Horizontal loads Lateral loads Life Sciences Materials Science Mathematical analysis Pile foundations Piles Soil (material) Statistical tests Stiffness |
| title | Application of Back Analysis on Laterally Loaded Single Pile |
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