Stability Analysis of Soil Slopes Subject to Action of Rainfall-Induced Wetting Front
The stability of shallow soil slope was analyzed considering the wetting front within the slope during rainfall. The slope failure model (composed of an upper arc, a straight part in the middle, and a lower arc) was determined according to the unsaturated soil mechanics and Mohr-Coulomb criterion. T...
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| Published in | Soil mechanics and foundation engineering Vol. 58; no. 2; pp. 109 - 115 |
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| Main Authors | , , |
| Format | Journal Article |
| Language | English |
| Published |
New York
Springer US
01.05.2021
Springer |
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| Online Access | Get full text |
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| Abstract | The stability of shallow soil slope was analyzed considering the wetting front within the slope during rainfall. The slope failure model (composed of an upper arc, a straight part in the middle, and a lower arc) was determined according to the unsaturated soil mechanics and Mohr-Coulomb criterion. The drag force due to slope runoff was embedded in the calculation of safety factor. The failure mode in this paper can be degraded to the classical circular failure mode and infinitely long slope failure mode. The experimental results are in good agreement with the theoretical values. The investigations show that the safety factor of slope decreases with increase in soil saturation and runoff depth. |
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| AbstractList | The stability of shallow soil slope was analyzed considering the wetting front within the slope during rainfall. The slope failure model (composed of an upper arc, a straight part in the middle, and a lower arc) was determined according to the unsaturated soil mechanics and Mohr-Coulomb criterion. The drag force due to slope runoff was embedded in the calculation of safety factor. The failure mode in this paper can be degraded to the classical circular failure mode and infinitely long slope failure mode. The experimental results are in good agreement with the theoretical values. The investigations show that the safety factor of slope decreases with increase in soil saturation and runoff depth. |
| Audience | Academic |
| Author | Fu, W. Zhang, B. Mao, X. |
| Author_xml | – sequence: 1 givenname: X. surname: Mao fullname: Mao, X. email: mxz_scu@163.com organization: Sichuan Environment and Engineering Appraisal Center – sequence: 2 givenname: B. surname: Zhang fullname: Zhang, B. organization: Sichuan Highway Planning, Survey, Design, and Research Institute – sequence: 3 givenname: W. surname: Fu fullname: Fu, W. organization: State Key Laboratory of Hydraulic and Mountain River Engineering, School of Water Resource and Hydropower, Sichuan University |
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| Cites_doi | 10.1680/geot.2005.55.2.183 10.1061/(ASCE)1090-0241(2006)132:2(131) 10.1007/s11204-019-09563-0 10.1002/nag.1021 10.1002/nag.909 10.1139/t84-044 10.2136/sssaj1980.03615995004400050002x 10.1007/s10346-018-01129-9 10.1002/9780470012659 10.1007/s10346-016-0704-8 10.1016/j.compstruc.2011.02.016 10.1061/(ASCE)0733-9410(1989)115:4(577) 10.1088/1755-1315/153/5/052032 10.1097/00010694-194808000-00008 |
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| References | Wei, Fu (CR14) 2018; 153 Day, Axten (CR2) 1989; 115 Zhang, Zhang (CR11) 2007; 28 Cui, Jiang, Guo (CR1) 2019; 16 CR5 Lu, Likos (CR15) 2006; 132 Griffiths, Huang, Dewolfe (CR12) 2011; 35 Santoso, Phoon, Quek (CR6) 2011; 89 Zhou, Xu, Yang (CR7) 2016; 13 Glade, Crozier (CR4) 2005 Ye, Fu, Yuan (CR17) 2019; 56 Borja, White, Liu (CR8) 2012; 36 Zhang, Zhang, Tang (CR3) 2005; 55 CR10 Genuchten (CR16) 1980; 44 Charles, Soares (CR9) 1984; 21 Lian, Luo, Jiang (CR13) 2015; 37 LL Zhang (9714_CR3) 2005; 55 AM Santoso (9714_CR6) 2011; 89 JA Charles (9714_CR9) 1984; 21 Y Wei (9714_CR14) 2018; 153 9714_CR5 9714_CR10 F Ye (9714_CR17) 2019; 56 RI Borja (9714_CR8) 2012; 36 N Lu (9714_CR15) 2006; 132 JF Lian (9714_CR13) 2015; 37 MTV Genuchten (9714_CR16) 1980; 44 RW Day (9714_CR2) 1989; 115 G Zhang (9714_CR11) 2007; 28 T Glade (9714_CR4) 2005 Y Cui (9714_CR1) 2019; 16 JW Zhou (9714_CR7) 2016; 13 DV Griffiths (9714_CR12) 2011; 35 |
| References_xml | – volume: 37 start-page: 1440 issue: 8 year: 2015 end-page: 1448 ident: CR13 article-title: Shallow stability analysis of soil slopes under seepage parallel to slope surface publication-title: Chin. J. Geotech. Eng. – volume: 55 start-page: 183 issue: 2 year: 2005 end-page: 188 ident: CR3 article-title: Rainfall-induced slope failure considering variability of soil properties publication-title: Geotechnique doi: 10.1680/geot.2005.55.2.183 – volume: 132 start-page: 131 issue: 2 year: 2006 end-page: 142 ident: CR15 article-title: Suction stress characteristic curve for unsaturated soil publication-title: J. Geotech. Geoenviron. doi: 10.1061/(ASCE)1090-0241(2006)132:2(131) – volume: 56 start-page: 12 issue: 1 year: 2019 end-page: 20 ident: CR17 article-title: Drag force effect of surface runoff on stability of shallow soil slope publication-title: Soil Mech. Found. Eng. doi: 10.1007/s11204-019-09563-0 – volume: 36 start-page: 236 issue: 2 year: 2012 end-page: 248 ident: CR8 article-title: Factor of safety in a partially saturated slope inferred from hydro-mechanical continuum modelling publication-title: Int. J. Numer. Anal. Methods doi: 10.1002/nag.1021 – volume: 35 start-page: 569 issue: 5 year: 2011 end-page: 585 ident: CR12 article-title: Numerical and analytical observations on long and infinite slopes publication-title: Int. J. Numer. Anal. Met. doi: 10.1002/nag.909 – volume: 21 start-page: 397 issue: 3 year: 1984 end-page: 406 ident: CR9 article-title: The stability of slopes in soils with nonlinear failure envelopes publication-title: Can. Geotech. J. doi: 10.1139/t84-044 – volume: 44 start-page: 892 issue: 44 year: 1980 end-page: 898 ident: CR16 article-title: A closed-form equation for predicting the hydraulic conductivity of unsaturated soils publication-title: Soil Sci. Soc. Am. J. doi: 10.2136/sssaj1980.03615995004400050002x – volume: 16 start-page: 815 issue: 4 year: 2019 end-page: 828 ident: CR1 article-title: Investigation of the initiation of shallow failure in widely graded loose soil slopes considering interstitial flow and surface runoff publication-title: Landslides doi: 10.1007/s10346-018-01129-9 – volume: 28 start-page: 12 issue: 1 year: 2007 end-page: 16 ident: CR11 article-title: Stability evaluation of strain-softening slope based on Swedish slice method publication-title: Rock Soil Mech. – ident: CR10 – year: 2005 ident: CR4 doi: 10.1002/9780470012659 – volume: 13 start-page: 589 issue: 3 year: 2016 end-page: 601 ident: CR7 article-title: Comprehensive analyses of the initiation and landslide-generated wave processes of the 24 June 2015 Hongyanzi landslide at the Three Gorges Reservoir, China publication-title: Landslides doi: 10.1007/s10346-016-0704-8 – volume: 89 start-page: 893 issue: 11-12 year: 2011 end-page: 900 ident: CR6 article-title: Effects of soil spatial variability on rainfall-induced landslides publication-title: Comput. Struct. doi: 10.1016/j.compstruc.2011.02.016 – volume: 115 start-page: 577 issue: 4 year: 1989 end-page: 580 ident: CR2 article-title: Surficial stability of compacted clay slopes publication-title: Geotech. Eng. doi: 10.1061/(ASCE)0733-9410(1989)115:4(577) – ident: CR5 – volume: 153 start-page: 052032 year: 2018 ident: CR14 article-title: Study on seepage characteristics of inclined wall dam after heavy drought publication-title: IOP Conference Series: Earth and Environmental Science doi: 10.1088/1755-1315/153/5/052032 – volume-title: Landslide Hazard and Risk year: 2005 ident: 9714_CR4 doi: 10.1002/9780470012659 – volume: 16 start-page: 815 issue: 4 year: 2019 ident: 9714_CR1 publication-title: Landslides doi: 10.1007/s10346-018-01129-9 – volume: 115 start-page: 577 issue: 4 year: 1989 ident: 9714_CR2 publication-title: Geotech. Eng. doi: 10.1061/(ASCE)0733-9410(1989)115:4(577) – volume: 89 start-page: 893 issue: 11-12 year: 2011 ident: 9714_CR6 publication-title: Comput. Struct. doi: 10.1016/j.compstruc.2011.02.016 – volume: 55 start-page: 183 issue: 2 year: 2005 ident: 9714_CR3 publication-title: Geotechnique doi: 10.1680/geot.2005.55.2.183 – volume: 56 start-page: 12 issue: 1 year: 2019 ident: 9714_CR17 publication-title: Soil Mech. Found. Eng. doi: 10.1007/s11204-019-09563-0 – volume: 35 start-page: 569 issue: 5 year: 2011 ident: 9714_CR12 publication-title: Int. J. Numer. Anal. Met. doi: 10.1002/nag.909 – volume: 132 start-page: 131 issue: 2 year: 2006 ident: 9714_CR15 publication-title: J. Geotech. Geoenviron. doi: 10.1061/(ASCE)1090-0241(2006)132:2(131) – volume: 13 start-page: 589 issue: 3 year: 2016 ident: 9714_CR7 publication-title: Landslides doi: 10.1007/s10346-016-0704-8 – volume: 36 start-page: 236 issue: 2 year: 2012 ident: 9714_CR8 publication-title: Int. J. Numer. Anal. Methods doi: 10.1002/nag.1021 – ident: 9714_CR5 doi: 10.1097/00010694-194808000-00008 – ident: 9714_CR10 – volume: 153 start-page: 052032 year: 2018 ident: 9714_CR14 publication-title: IOP Conference Series: Earth and Environmental Science doi: 10.1088/1755-1315/153/5/052032 – volume: 44 start-page: 892 issue: 44 year: 1980 ident: 9714_CR16 publication-title: Soil Sci. Soc. Am. J. doi: 10.2136/sssaj1980.03615995004400050002x – volume: 21 start-page: 397 issue: 3 year: 1984 ident: 9714_CR9 publication-title: Can. Geotech. J. doi: 10.1139/t84-044 – volume: 37 start-page: 1440 issue: 8 year: 2015 ident: 9714_CR13 publication-title: Chin. J. Geotech. Eng. – volume: 28 start-page: 12 issue: 1 year: 2007 ident: 9714_CR11 publication-title: Rock Soil Mech. |
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| SubjectTerms | Analysis Civil Engineering Engineering Foundations Geoengineering Hydraulics Rain and rainfall Runoff Soil Mechanics |
| Title | Stability Analysis of Soil Slopes Subject to Action of Rainfall-Induced Wetting Front |
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