Excess pore water pressure of soil before and during pile installation with finite element and finite difference approach
Consolidation being a function of stress, strain, and time, pore water pressure distribution should be mathematically analysed using differential equations and finite element solutions. Additionally, it is currently uncommon to compare soil pore water pressure utilising finite difference and 3D fini...
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| creator | Sumarsono, Queen Arista Rosmania Putri Munawir, As’ad |
| description | Consolidation being a function of stress, strain, and time, pore water pressure distribution should be mathematically analysed using differential equations and finite element solutions. Additionally, it is currently uncommon to compare soil pore water pressure utilising finite difference and 3D finite element analysis, as well as to compare pore water pressure before and during pile construction. By comparing the finite difference and 3D finite element approaches, this study intended to advance prior research and obtain knowledge of the behaviour of soil against pore water pressure during the consolidation phase prior to pile installation till the pile installation process. The maximum soil excess pore water pressure is reduced by the finite element technique while maintaining the same excess pore water pressure distribution as the exact and Crank-Nicolson methods. The maximum pore water pressure is decreased as a result of soil stiffness. The maximum excess pore water pressure only decreased after soil consolidation in the second and third years, while the form of the distribution of soil excess pore water pressure remains unchanged during pile construction. |
| doi_str_mv | 10.1063/5.0206868 |
| format | Conference Proceeding |
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Additionally, it is currently uncommon to compare soil pore water pressure utilising finite difference and 3D finite element analysis, as well as to compare pore water pressure before and during pile construction. By comparing the finite difference and 3D finite element approaches, this study intended to advance prior research and obtain knowledge of the behaviour of soil against pore water pressure during the consolidation phase prior to pile installation till the pile installation process. The maximum soil excess pore water pressure is reduced by the finite element technique while maintaining the same excess pore water pressure distribution as the exact and Crank-Nicolson methods. The maximum pore water pressure is decreased as a result of soil stiffness. 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The maximum excess pore water pressure only decreased after soil consolidation in the second and third years, while the form of the distribution of soil excess pore water pressure remains unchanged during pile construction.</description><subject>Consolidation</subject><subject>Crank-Nicholson method</subject><subject>Differential equations</subject><subject>Finite difference method</subject><subject>Finite element method</subject><subject>Mathematical analysis</subject><subject>Pore water pressure</subject><subject>Pressure distribution</subject><subject>Soil analysis</subject><subject>Soil stresses</subject><subject>Soil water</subject><subject>Strain analysis</subject><subject>Water</subject><issn>0094-243X</issn><issn>1551-7616</issn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2024</creationdate><recordtype>conference_proceeding</recordtype><recordid>eNotUMlOwzAQtRBIlMKBP7DEDSnFjpc4R1SVRarEpQdukWuPqavUCbaj0r8nXU6jefMWzUPokZIZJZK9iBkpiVRSXaEJFYIWlaTyGk0IqXlRcvZ9i-5S2hJS1lWlJuiw-DOQEu67CHivM0TcxxEYxrVzOHW-xWtwx6sOFtsh-vCDe98C9iFl3bY6-y7gvc8b7HzwGTC0sIOQT4ILZL1zECGY0abvY6fN5h7dON0meLjMKVq9LVbzj2L59f45f10WvWSqMCUIzq1SQoBxIJQxVmpOCGFOcVFaUXFLOOPWMFYppqgtiRMGiFpLXtZsip7OtmPq7wApN9tuiGFMbBgddYzVFR1Zz2dWMj6fPmr66Hc6HhpKmmOzjWguzbJ_BW1r_A</recordid><startdate>20241212</startdate><enddate>20241212</enddate><creator>Sumarsono, Queen Arista Rosmania Putri</creator><creator>Munawir, As’ad</creator><general>American Institute of Physics</general><scope>8FD</scope><scope>H8D</scope><scope>L7M</scope></search><sort><creationdate>20241212</creationdate><title>Excess pore water pressure of soil before and during pile installation with finite element and finite difference approach</title><author>Sumarsono, Queen Arista Rosmania Putri ; Munawir, As’ad</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-p638-c2e544d8855ecfe58ccd6a40003f8452d574d0434dc3378381d20f5ce08b64293</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2024</creationdate><topic>Consolidation</topic><topic>Crank-Nicholson method</topic><topic>Differential equations</topic><topic>Finite difference method</topic><topic>Finite element method</topic><topic>Mathematical analysis</topic><topic>Pore water pressure</topic><topic>Pressure distribution</topic><topic>Soil analysis</topic><topic>Soil stresses</topic><topic>Soil water</topic><topic>Strain analysis</topic><topic>Water</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Sumarsono, Queen Arista Rosmania Putri</creatorcontrib><creatorcontrib>Munawir, As’ad</creatorcontrib><collection>Technology Research Database</collection><collection>Aerospace Database</collection><collection>Advanced Technologies Database with Aerospace</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Sumarsono, Queen Arista Rosmania Putri</au><au>Munawir, As’ad</au><au>Trigunarsyah, Bambang</au><au>Aman, Mohamad Yusri bin</au><au>Endrayana, Dimas Bayu</au><au>Anggraini, Retno</au><au>Aprianti, Evi</au><au>Hung, Wen-Yi</au><au>Ambarwati, Lasmini</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Excess pore water pressure of soil before and during pile installation with finite element and finite difference approach</atitle><btitle>AIP conference proceedings</btitle><date>2024-12-12</date><risdate>2024</risdate><volume>3043</volume><issue>1</issue><issn>0094-243X</issn><eissn>1551-7616</eissn><coden>APCPCS</coden><abstract>Consolidation being a function of stress, strain, and time, pore water pressure distribution should be mathematically analysed using differential equations and finite element solutions. Additionally, it is currently uncommon to compare soil pore water pressure utilising finite difference and 3D finite element analysis, as well as to compare pore water pressure before and during pile construction. By comparing the finite difference and 3D finite element approaches, this study intended to advance prior research and obtain knowledge of the behaviour of soil against pore water pressure during the consolidation phase prior to pile installation till the pile installation process. The maximum soil excess pore water pressure is reduced by the finite element technique while maintaining the same excess pore water pressure distribution as the exact and Crank-Nicolson methods. The maximum pore water pressure is decreased as a result of soil stiffness. The maximum excess pore water pressure only decreased after soil consolidation in the second and third years, while the form of the distribution of soil excess pore water pressure remains unchanged during pile construction.</abstract><cop>Melville</cop><pub>American Institute of Physics</pub><doi>10.1063/5.0206868</doi><tpages>13</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0094-243X |
| ispartof | AIP conference proceedings, 2024, Vol.3043 (1) |
| issn | 0094-243X 1551-7616 |
| language | eng |
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| source | AIP Journals Complete |
| subjects | Consolidation Crank-Nicholson method Differential equations Finite difference method Finite element method Mathematical analysis Pore water pressure Pressure distribution Soil analysis Soil stresses Soil water Strain analysis Water |
| title | Excess pore water pressure of soil before and during pile installation with finite element and finite difference approach |
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