Geotechnical Settlement Deformation Analysis of Soft Sub-grade Embankment Filling Construction Period Based on Unified Hardening Model
Abstract In order to solve the problem that the traditional settlement and deformation analysis method of rock and soil in the process of filling soft foundation embankment has poor application effect and is quite different from the actual measurement value, a settlement and deformation analysis met...
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| Autor*in: |
Zeng, Yu-ping [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2019 |
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| Schlagwörter: |
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| Anmerkung: |
© Springer Nature Switzerland AG 2019 |
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| Übergeordnetes Werk: |
Enthalten in: Geotechnical and geological engineering - Springer International Publishing, 1991, 37(2019), 6 vom: 15. Juli, Seite 5473-5483 |
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| Übergeordnetes Werk: |
volume:37 ; year:2019 ; number:6 ; day:15 ; month:07 ; pages:5473-5483 |
| Links: |
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| DOI / URN: |
10.1007/s10706-019-00993-z |
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OLC2025979517 |
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| 520 | |a Abstract In order to solve the problem that the traditional settlement and deformation analysis method of rock and soil in the process of filling soft foundation embankment has poor application effect and is quite different from the actual measurement value, a settlement and deformation analysis method of soil–rock mixture based on unified hardening model is proposed, which is applied to the settlement and deformation analysis of soil–rock mixture. This method first establishes the general equation of geotechnical seepage, calculates the parameters of geotechnical stratum of soft subgrade embankment, then takes OCR as the control parameter, compiles the finite element program of UH model, finally establishes the geotechnical stratum of soft subgrade embankment with DIF, and uses finite element method to analyze different optical character recognition. The simulation results show that the analytical value of settlement and deformation of rock and soil layers given by the proposed method is basically consistent with the measured value, the pore water pressure disappears completely, and the residual hydrostatic pressure drops to 0, which indicates that the method has high reliability and accuracy. | ||
| 650 | 4 | |a Highway construction | |
| 650 | 4 | |a Soft soil foundation | |
| 650 | 4 | |a Settlement and deformation of soft foundation embankment | |
| 650 | 4 | |a Soft soil embankment filling | |
| 650 | 4 | |a UH model | |
| 650 | 4 | |a Finite element analysis | |
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10.1007/s10706-019-00993-z doi (DE-627)OLC2025979517 (DE-He213)s10706-019-00993-z-p DE-627 ger DE-627 rakwb eng 620 660 550 VZ 19,1 ssgn Zeng, Yu-ping verfasserin aut Geotechnical Settlement Deformation Analysis of Soft Sub-grade Embankment Filling Construction Period Based on Unified Hardening Model 2019 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Nature Switzerland AG 2019 Abstract In order to solve the problem that the traditional settlement and deformation analysis method of rock and soil in the process of filling soft foundation embankment has poor application effect and is quite different from the actual measurement value, a settlement and deformation analysis method of soil–rock mixture based on unified hardening model is proposed, which is applied to the settlement and deformation analysis of soil–rock mixture. This method first establishes the general equation of geotechnical seepage, calculates the parameters of geotechnical stratum of soft subgrade embankment, then takes OCR as the control parameter, compiles the finite element program of UH model, finally establishes the geotechnical stratum of soft subgrade embankment with DIF, and uses finite element method to analyze different optical character recognition. The simulation results show that the analytical value of settlement and deformation of rock and soil layers given by the proposed method is basically consistent with the measured value, the pore water pressure disappears completely, and the residual hydrostatic pressure drops to 0, which indicates that the method has high reliability and accuracy. Highway construction Soft soil foundation Settlement and deformation of soft foundation embankment Soft soil embankment filling UH model Finite element analysis Enthalten in Geotechnical and geological engineering Springer International Publishing, 1991 37(2019), 6 vom: 15. Juli, Seite 5473-5483 (DE-627)130993441 (DE-600)1081719-0 (DE-576)032852495 0960-3182 nnns volume:37 year:2019 number:6 day:15 month:07 pages:5473-5483 https://doi.org/10.1007/s10706-019-00993-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OLC-PHA SSG-OLC-DE-84 SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_70 AR 37 2019 6 15 07 5473-5483 |
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10.1007/s10706-019-00993-z doi (DE-627)OLC2025979517 (DE-He213)s10706-019-00993-z-p DE-627 ger DE-627 rakwb eng 620 660 550 VZ 19,1 ssgn Zeng, Yu-ping verfasserin aut Geotechnical Settlement Deformation Analysis of Soft Sub-grade Embankment Filling Construction Period Based on Unified Hardening Model 2019 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Nature Switzerland AG 2019 Abstract In order to solve the problem that the traditional settlement and deformation analysis method of rock and soil in the process of filling soft foundation embankment has poor application effect and is quite different from the actual measurement value, a settlement and deformation analysis method of soil–rock mixture based on unified hardening model is proposed, which is applied to the settlement and deformation analysis of soil–rock mixture. This method first establishes the general equation of geotechnical seepage, calculates the parameters of geotechnical stratum of soft subgrade embankment, then takes OCR as the control parameter, compiles the finite element program of UH model, finally establishes the geotechnical stratum of soft subgrade embankment with DIF, and uses finite element method to analyze different optical character recognition. The simulation results show that the analytical value of settlement and deformation of rock and soil layers given by the proposed method is basically consistent with the measured value, the pore water pressure disappears completely, and the residual hydrostatic pressure drops to 0, which indicates that the method has high reliability and accuracy. Highway construction Soft soil foundation Settlement and deformation of soft foundation embankment Soft soil embankment filling UH model Finite element analysis Enthalten in Geotechnical and geological engineering Springer International Publishing, 1991 37(2019), 6 vom: 15. Juli, Seite 5473-5483 (DE-627)130993441 (DE-600)1081719-0 (DE-576)032852495 0960-3182 nnns volume:37 year:2019 number:6 day:15 month:07 pages:5473-5483 https://doi.org/10.1007/s10706-019-00993-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OLC-PHA SSG-OLC-DE-84 SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_70 AR 37 2019 6 15 07 5473-5483 |
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10.1007/s10706-019-00993-z doi (DE-627)OLC2025979517 (DE-He213)s10706-019-00993-z-p DE-627 ger DE-627 rakwb eng 620 660 550 VZ 19,1 ssgn Zeng, Yu-ping verfasserin aut Geotechnical Settlement Deformation Analysis of Soft Sub-grade Embankment Filling Construction Period Based on Unified Hardening Model 2019 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Nature Switzerland AG 2019 Abstract In order to solve the problem that the traditional settlement and deformation analysis method of rock and soil in the process of filling soft foundation embankment has poor application effect and is quite different from the actual measurement value, a settlement and deformation analysis method of soil–rock mixture based on unified hardening model is proposed, which is applied to the settlement and deformation analysis of soil–rock mixture. This method first establishes the general equation of geotechnical seepage, calculates the parameters of geotechnical stratum of soft subgrade embankment, then takes OCR as the control parameter, compiles the finite element program of UH model, finally establishes the geotechnical stratum of soft subgrade embankment with DIF, and uses finite element method to analyze different optical character recognition. The simulation results show that the analytical value of settlement and deformation of rock and soil layers given by the proposed method is basically consistent with the measured value, the pore water pressure disappears completely, and the residual hydrostatic pressure drops to 0, which indicates that the method has high reliability and accuracy. Highway construction Soft soil foundation Settlement and deformation of soft foundation embankment Soft soil embankment filling UH model Finite element analysis Enthalten in Geotechnical and geological engineering Springer International Publishing, 1991 37(2019), 6 vom: 15. Juli, Seite 5473-5483 (DE-627)130993441 (DE-600)1081719-0 (DE-576)032852495 0960-3182 nnns volume:37 year:2019 number:6 day:15 month:07 pages:5473-5483 https://doi.org/10.1007/s10706-019-00993-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OLC-PHA SSG-OLC-DE-84 SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_70 AR 37 2019 6 15 07 5473-5483 |
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10.1007/s10706-019-00993-z doi (DE-627)OLC2025979517 (DE-He213)s10706-019-00993-z-p DE-627 ger DE-627 rakwb eng 620 660 550 VZ 19,1 ssgn Zeng, Yu-ping verfasserin aut Geotechnical Settlement Deformation Analysis of Soft Sub-grade Embankment Filling Construction Period Based on Unified Hardening Model 2019 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Nature Switzerland AG 2019 Abstract In order to solve the problem that the traditional settlement and deformation analysis method of rock and soil in the process of filling soft foundation embankment has poor application effect and is quite different from the actual measurement value, a settlement and deformation analysis method of soil–rock mixture based on unified hardening model is proposed, which is applied to the settlement and deformation analysis of soil–rock mixture. This method first establishes the general equation of geotechnical seepage, calculates the parameters of geotechnical stratum of soft subgrade embankment, then takes OCR as the control parameter, compiles the finite element program of UH model, finally establishes the geotechnical stratum of soft subgrade embankment with DIF, and uses finite element method to analyze different optical character recognition. The simulation results show that the analytical value of settlement and deformation of rock and soil layers given by the proposed method is basically consistent with the measured value, the pore water pressure disappears completely, and the residual hydrostatic pressure drops to 0, which indicates that the method has high reliability and accuracy. Highway construction Soft soil foundation Settlement and deformation of soft foundation embankment Soft soil embankment filling UH model Finite element analysis Enthalten in Geotechnical and geological engineering Springer International Publishing, 1991 37(2019), 6 vom: 15. Juli, Seite 5473-5483 (DE-627)130993441 (DE-600)1081719-0 (DE-576)032852495 0960-3182 nnns volume:37 year:2019 number:6 day:15 month:07 pages:5473-5483 https://doi.org/10.1007/s10706-019-00993-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OLC-PHA SSG-OLC-DE-84 SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_70 AR 37 2019 6 15 07 5473-5483 |
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10.1007/s10706-019-00993-z doi (DE-627)OLC2025979517 (DE-He213)s10706-019-00993-z-p DE-627 ger DE-627 rakwb eng 620 660 550 VZ 19,1 ssgn Zeng, Yu-ping verfasserin aut Geotechnical Settlement Deformation Analysis of Soft Sub-grade Embankment Filling Construction Period Based on Unified Hardening Model 2019 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Nature Switzerland AG 2019 Abstract In order to solve the problem that the traditional settlement and deformation analysis method of rock and soil in the process of filling soft foundation embankment has poor application effect and is quite different from the actual measurement value, a settlement and deformation analysis method of soil–rock mixture based on unified hardening model is proposed, which is applied to the settlement and deformation analysis of soil–rock mixture. This method first establishes the general equation of geotechnical seepage, calculates the parameters of geotechnical stratum of soft subgrade embankment, then takes OCR as the control parameter, compiles the finite element program of UH model, finally establishes the geotechnical stratum of soft subgrade embankment with DIF, and uses finite element method to analyze different optical character recognition. The simulation results show that the analytical value of settlement and deformation of rock and soil layers given by the proposed method is basically consistent with the measured value, the pore water pressure disappears completely, and the residual hydrostatic pressure drops to 0, which indicates that the method has high reliability and accuracy. Highway construction Soft soil foundation Settlement and deformation of soft foundation embankment Soft soil embankment filling UH model Finite element analysis Enthalten in Geotechnical and geological engineering Springer International Publishing, 1991 37(2019), 6 vom: 15. Juli, Seite 5473-5483 (DE-627)130993441 (DE-600)1081719-0 (DE-576)032852495 0960-3182 nnns volume:37 year:2019 number:6 day:15 month:07 pages:5473-5483 https://doi.org/10.1007/s10706-019-00993-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OLC-PHA SSG-OLC-DE-84 SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_70 AR 37 2019 6 15 07 5473-5483 |
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Geotechnical Settlement Deformation Analysis of Soft Sub-grade Embankment Filling Construction Period Based on Unified Hardening Model |
| abstract |
Abstract In order to solve the problem that the traditional settlement and deformation analysis method of rock and soil in the process of filling soft foundation embankment has poor application effect and is quite different from the actual measurement value, a settlement and deformation analysis method of soil–rock mixture based on unified hardening model is proposed, which is applied to the settlement and deformation analysis of soil–rock mixture. This method first establishes the general equation of geotechnical seepage, calculates the parameters of geotechnical stratum of soft subgrade embankment, then takes OCR as the control parameter, compiles the finite element program of UH model, finally establishes the geotechnical stratum of soft subgrade embankment with DIF, and uses finite element method to analyze different optical character recognition. The simulation results show that the analytical value of settlement and deformation of rock and soil layers given by the proposed method is basically consistent with the measured value, the pore water pressure disappears completely, and the residual hydrostatic pressure drops to 0, which indicates that the method has high reliability and accuracy. © Springer Nature Switzerland AG 2019 |
| abstractGer |
Abstract In order to solve the problem that the traditional settlement and deformation analysis method of rock and soil in the process of filling soft foundation embankment has poor application effect and is quite different from the actual measurement value, a settlement and deformation analysis method of soil–rock mixture based on unified hardening model is proposed, which is applied to the settlement and deformation analysis of soil–rock mixture. This method first establishes the general equation of geotechnical seepage, calculates the parameters of geotechnical stratum of soft subgrade embankment, then takes OCR as the control parameter, compiles the finite element program of UH model, finally establishes the geotechnical stratum of soft subgrade embankment with DIF, and uses finite element method to analyze different optical character recognition. The simulation results show that the analytical value of settlement and deformation of rock and soil layers given by the proposed method is basically consistent with the measured value, the pore water pressure disappears completely, and the residual hydrostatic pressure drops to 0, which indicates that the method has high reliability and accuracy. © Springer Nature Switzerland AG 2019 |
| abstract_unstemmed |
Abstract In order to solve the problem that the traditional settlement and deformation analysis method of rock and soil in the process of filling soft foundation embankment has poor application effect and is quite different from the actual measurement value, a settlement and deformation analysis method of soil–rock mixture based on unified hardening model is proposed, which is applied to the settlement and deformation analysis of soil–rock mixture. This method first establishes the general equation of geotechnical seepage, calculates the parameters of geotechnical stratum of soft subgrade embankment, then takes OCR as the control parameter, compiles the finite element program of UH model, finally establishes the geotechnical stratum of soft subgrade embankment with DIF, and uses finite element method to analyze different optical character recognition. The simulation results show that the analytical value of settlement and deformation of rock and soil layers given by the proposed method is basically consistent with the measured value, the pore water pressure disappears completely, and the residual hydrostatic pressure drops to 0, which indicates that the method has high reliability and accuracy. © Springer Nature Switzerland AG 2019 |
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| title_short |
Geotechnical Settlement Deformation Analysis of Soft Sub-grade Embankment Filling Construction Period Based on Unified Hardening Model |
| url |
https://doi.org/10.1007/s10706-019-00993-z |
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| doi_str |
10.1007/s10706-019-00993-z |
| up_date |
2024-07-04T02:49:31.288Z |
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