Impact of Rainfall Variation on Slope Made of Expansive Yazoo Clay Soil in Mississippi
Tóm tắt
Từ khóa
Tài liệu tham khảo
Bulut, R., Lytton, R. L., & Wray, W. K. (2001): Soil suction measurements by filter paper. In Expansive clay soils and vegetative influence on shallow foundations. https://ascelibrary.org/doi/abs/10.1061/40592(270)14
Damiano, E., Mercogliano, P. (2013): A simulation chain for early prediction of rainfall-induced landslides. Springer, International Publisher Science, Technology, Medicine. https://link.springer.com/article/10.1007/s10346-013-0430-4
https://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9410(1989)115:4(577)
Fredlund, D.G., Rahardjo, H.: Soil Mechanics for Unsaturated Soils. Wiley (1993) https://onlinelibrary.wiley.com/doi/book/10.1002/9780470172759
Genuchten, V.: A closed-formed equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci. (1980) https://scholar.google.com/scholar?hl=en&as_sdt=0%2C25&q=A+closed formed+equation+for+predicting+the+hydraulic+conductivity+of+unsaturated+soils&btnG =
Griffiths, D.V., Lane, P.A.: Slope stability analysis by finite elements. Geotechnique. 49(3), (1999) https://scholar.google.com/scholar?hl=en&as_sdt=0%2C25&q=Slope+stability+analysis+by+finite+elements&btnG=
Hossain, S., Ahmed, S., Khan, M.S., Aramoon, A., Thian, B (2017).: Expansive subgrade behavior on a state highway in North Texas. Geotechnical and Structural Engineering Congress. https://trid.trb.org/view/1397803
Hossain, M.S., Hossain, J., Lozano, N., Khan, M.S., Kibria, G. (2012): Investigation of geohazard potential of highway embankment slopes on expansive clay by using the geophysical method. Geocongress. American Society of Civil Engineers, Oakland. http://www.worldscientific.com/doi/abs/10.1142/9789814365161_0073
Hossain, J., Hossain, M.S., Hoyos, L.R. (2013): Effect of rainfall on stability of unsaturated earth slope constructed on expansive clay. Geocongress. American Society of Civil Engineers, San Diego. https://ascelibrary.org/doi/10.1061/9780784412787.042
Hossain, J. (2011): Geo-hazard potential of rainfall induced slope failure on expansive clay. PhD dissertation, The University of Texas at Arlington, 1–210 https://rc.library.uta.edu/uta-ir/handle/10106/11619
Khan, M.S., Hossain, S., Ahmed, A., Faysal, M. (2016): Investigation of shallow slope failure on expansive clay in Texas. Eng. Geol. Science Direct, ENGEO-04394, 1-12. https://www.sciencedirect.com/science/article/pii/S0013795216304616
Khan, M.S., Nobahar, M., Ivoke, J., and Amini, F. (2017): Rainfall-induced shallow slope failure over Yazoo clay in Mississippi. 2nd Pan American Conference on Unsaturated Soils (Unsaturated Soil Mechanics for Sustainable Geotechnics), GEO-Institute-ASCE, Dallas, TX, USA, Nov 12–15, pp.153–162, GSP 302, ISBN 9780784481691. https://doi.org/10.1061/9780784481691.016
Khan, M.S., Ivoke, J., Nobahar, M., and Kibria, G. (2019): Effect of wet-dry cycle on the void ratio of expansive Yazoo clay. Geo-Congress, Geo-Institute, ASCE, Philadelphia, PA, USA, GSP 310, Accession Number 01657868, (580–589) https://ascelibrary.org/doi/10.1061/9780784482124.059
Kristo, C., Rahardjo, H., Satyanaga, J. (2017): Effect of antecedent rainfall patterns on rainfall-induced slope failure. J. Geotech. Geoenviron. Eng. ASCE. https://ascelibrary.org/doi/full/10.1061/%28ASCE%29GT.1943-5606.0000451
Lee, J., Landris, T. (2014). “State Study 151 and 236: Yazoo Clay Investigation”. Transportation Research Board (TRB), Annual Meeting. https://trid.trb.org/view/1300323 . Accessed 1 Jan 2017 to 30 Feb 2017
Loehr, J.E., Bowders, J.J. (2007): Slope stabilization using recycled plastic pins—phase III. Final Rep. RI98-007D. Missouri Dept. of Transportation, Jefferson City. https://trid.trb.org/view/887387
Loehr, J.E., Fennessey, T.W., Bowders, J.J. (2007): Stabilization of Surficial Slides Using Recycled Plastic Reinforcement. Transportation Research Record 1989. Transportation Research Board, Washington, DC. http://trrjournalonline.trb.org/doi/abs/10.3141/1989-51
Mukhlisin, M., Matlan, S. J., Ahlan, M. J., and Taha, M. R. (2015). Analysis of rainfall effect to slope stability in Ulu Klang, Malaysia. J. Teknol., eISSN 2180–3722. https://www.researchgate.net/publication/275222514_Analysis_of_Rainfall_Effect_to_Slope_Stability_in_Ulu_Klang_Malaysia
National Oceanic and Atmospheric Administration Daily Climate Report, (2014). http://w2.weather.gov/climate/index.php?wfo=BGM . Accessed 1 Jan 2017 to 28 Feb 2017
Rahimi, A., Rahardjo, H., Leong, E. (2011): Effect of antecedent rainfall patterns on rainfall-induced slope failure. J Geotech Geoenviron Eng ASCE. https://ascelibrary.org/doi/full/10.1061/%28ASCE%29GT.1943-5606.0000451
Stephens, I., Branch, A. (2013): Testing procedure for estimating fully softened shear strengths of soils using reconstituted material. Engineering Research and Development Center Vicksburg MS Geotechnical and Structural LAB. http://www.dtic.mil/docs/citations/ADA586283
Taylor, A.C. (2005): Mineralogy and engineering properties of the Yazoo clay formation Jackson Group, Central Mississippi. Master’s Thesis, Mississippi State University. https://scholar.google.com/scholar?hl=en&as_sdt=0%2C25&q=Mineralogy+and+engineering+properties+of+the+ Yazoo+clay+formation&btnG=