Development of Design Charts Considering the Effect of Backfill Inclination and Wall Inclination on the Seismic Active Pressure for c-ϕ Soil
In this paper, the design charts have been presented to calculate the seismic active pressure for c-ϕ soil with surcharge. For developing the design charts, the explicit generalised equation based on pseudo-static approach is used. In the present study, the design charts have been presented for posi...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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Ram Arti Publishers
2019-04-01
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| Series: | International Journal of Mathematical, Engineering and Management Sciences |
| Subjects: | |
| Online Access: | https://www.ijmems.in/assets//33-ijmems-18-269_vol.-4%2c-no.-2%2c-409%E2%80%93419%2c-2019.pdf |
| _version_ | 1811329994319724544 |
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| author | Ashish Gupta Vikas Yadav Vishwas A. Sawant Ruchin Agarwal |
| author_facet | Ashish Gupta Vikas Yadav Vishwas A. Sawant Ruchin Agarwal |
| author_sort | Ashish Gupta |
| collection | DOAJ |
| description | In this paper, the design charts have been presented to calculate the seismic active pressure for c-ϕ soil with surcharge. For developing the design charts, the explicit generalised equation based on pseudo-static approach is used. In the present study, the design charts have been presented for positive and negative wall inclination considering the inclined backfill. The effect of backfill inclination along with the effect of positive and negative wall inclination on the seismic active pressure has been noticed in the design charts. The design charts are very easy to use for the field. |
| first_indexed | 2024-04-13T15:53:38Z |
| format | Article |
| id | doaj.art-f57889d341684b40868ee26090ce9c56 |
| institution | Directory Open Access Journal |
| issn | 2455-7749 2455-7749 |
| language | English |
| last_indexed | 2024-04-13T15:53:38Z |
| publishDate | 2019-04-01 |
| publisher | Ram Arti Publishers |
| record_format | Article |
| series | International Journal of Mathematical, Engineering and Management Sciences |
| spelling | doaj.art-f57889d341684b40868ee26090ce9c562022-12-22T02:40:46ZengRam Arti PublishersInternational Journal of Mathematical, Engineering and Management Sciences2455-77492455-77492019-04-014240941910.33889/IJMEMS.2019.4.2-033Development of Design Charts Considering the Effect of Backfill Inclination and Wall Inclination on the Seismic Active Pressure for c-ϕ SoilAshish Gupta0Vikas Yadav1Vishwas A. Sawant2Ruchin Agarwal3Department of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee, Pin Code- 247667, Uttarakhand, IndiaDepartment of Civil Engineering , Kamla Nehru Institute of Technology (KNIT), Sultanpur, Sultanpur, Pin Code- 228001, IndiaDepartment of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee, Pin Code- 247667, Uttarakhand, IndiaDepartment of Civil Engineering , Kamla Nehru Institute of Technology (KNIT) Sultanpur, Sultanpur, Pin Code- 228001, IndiaIn this paper, the design charts have been presented to calculate the seismic active pressure for c-ϕ soil with surcharge. For developing the design charts, the explicit generalised equation based on pseudo-static approach is used. In the present study, the design charts have been presented for positive and negative wall inclination considering the inclined backfill. The effect of backfill inclination along with the effect of positive and negative wall inclination on the seismic active pressure has been noticed in the design charts. The design charts are very easy to use for the field.https://www.ijmems.in/assets//33-ijmems-18-269_vol.-4%2c-no.-2%2c-409%E2%80%93419%2c-2019.pdfInclined retaining wallPseudo-static approachCohesionSurchargeDynamic active thrust |
| spellingShingle | Ashish Gupta Vikas Yadav Vishwas A. Sawant Ruchin Agarwal Development of Design Charts Considering the Effect of Backfill Inclination and Wall Inclination on the Seismic Active Pressure for c-ϕ Soil International Journal of Mathematical, Engineering and Management Sciences Inclined retaining wall Pseudo-static approach Cohesion Surcharge Dynamic active thrust |
| title | Development of Design Charts Considering the Effect of Backfill Inclination and Wall Inclination on the Seismic Active Pressure for c-ϕ Soil |
| title_full | Development of Design Charts Considering the Effect of Backfill Inclination and Wall Inclination on the Seismic Active Pressure for c-ϕ Soil |
| title_fullStr | Development of Design Charts Considering the Effect of Backfill Inclination and Wall Inclination on the Seismic Active Pressure for c-ϕ Soil |
| title_full_unstemmed | Development of Design Charts Considering the Effect of Backfill Inclination and Wall Inclination on the Seismic Active Pressure for c-ϕ Soil |
| title_short | Development of Design Charts Considering the Effect of Backfill Inclination and Wall Inclination on the Seismic Active Pressure for c-ϕ Soil |
| title_sort | development of design charts considering the effect of backfill inclination and wall inclination on the seismic active pressure for c ϕ soil |
| topic | Inclined retaining wall Pseudo-static approach Cohesion Surcharge Dynamic active thrust |
| url | https://www.ijmems.in/assets//33-ijmems-18-269_vol.-4%2c-no.-2%2c-409%E2%80%93419%2c-2019.pdf |
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