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IRJET- Soil Mass Movement with Recent Deluge in Kerala as Backdrop
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 5170 Soil Mass Movement with Recent Deluge in Kerala as Backdrop Ajay Shibu Parackal1, Pooja Nair2, Sandhra Benny3, Shaheer M.R.4, Dr. Balu E George5 1,2,3,4Graduate Student, Dept.of Civil Engineering, Mar Athanasius College of Engineering, Kerala, India 5Assistant Professor, Dept.of Civil Engineering, Mar Athanasius College of Engineering, Kerala, India ---------------------------------------------------------------------***---------------------------------------------------------------------- Abstract - In the beginning of July 2018, severe floods affected the south Indian state of Kerala due to unusuallyhigh rainfall in the monsoon season. The rainsubsequentlyresulted in devastating effects on land and on properties including major cracks and soil mass movement. The project was dealt in the geotechnical engineering point of view as this scenario pose very dangerous threats to the systemsthatexistedwithin. The aim of the project is to plot the failure pattern of a site. The work also included determining the basic soil properties such as optimum moisture content, maximum dry density, sieve analysis and direct shear test. Thestressesarecalculated based on a linear-elastic behaviour using a Young’s modulus and Poisson’s ratio. Key Words: Deluge, Slopes, Failure slip circle, Factor of safety, Plaxis 1. INTRODUCTION Slopestability problemshavebeenfacedthroughout history whenever the delicate balance of nature has been disturbed by any kind of internal or external forces. In the beginning of July 2018, severe floods affected the south Indian state of Kerala due to unusually high rainfall in the monsoon season, during which the “pressure gradient”– which determines pressure changes and, in turn, rainfall– between land and the Arabian sea was significantly strong, resulting in heavy rain. The rain subsequently resulted in devastating effects on land and on properties including major cracks and soil mass movement. This scenario pose very dangerous threats and thus is very significant from the geotechnical engineering point of view. 2. LITERATURE REVIEW Mass movement is the process by which soil, sand, rock move downslope as a solid mass under the force of gravity. Falls have a mass of any size detached from a steep slope or cliff along a surface on which little or no shear displacement take place while intopplesconsistofa forward rotation of a unit about some pivot point under gravity or by fluids in the cracks. In slides the movement consists of sear strain and displacement along one or several surfaces. The Swedish circle method assumes the surface of sliding as an arc of the circle. A series of slip circles are checked and the lowest factor of safety is the likely failure plane. PLAXIS is a finite element program for geotechnical applications in which soil models are used to simulate the soil behaviour. PLAXIS can be used for Geotechnical applications that require advanced constitutive models for the simulation of the non-linear, time-dependentandanisotropicbehaviourof soils and/or rock. 3. METHODOLOGY The project wasinitiated byvisitinga site whichwas highly affected but accessible to carry out the reconnaissance survey. After analyzing the crack pattern in the area using auto level, the profile of the crack wasplotted. An undisturbed sample by core cutter and a sample of soil from the area was collected to carry out the basic tests. The slip circles of different radii were analyzed and the failure plane was determined by Swedish circle method and PLAXIS2D. The possible reasons for the failure at the site was predicted and different methodologies were suggested to make sure that the area remains safe at least in the recent future. 4. LAB TESTS Sieve Analysis Chart 1: Sieve Analysis
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 5171 Direct shear test Chart 2: Direct shear test From the graph, C=22.563 kN/m2 Φ=210 Specific Gravity using Pycnometer, G=2.36 Bulk Density using Core cutter, γ=15.484 kN/m3 5. SLOPE STABILITY ANALYSIS Stability analysis of slopes was done by Swedish circle method and PLAXIS2D Chart 3: Plot of crack Swedish circle method Horizontal distance (m) r=6.5m Level staff Readings(m) r=8.5m Chart 4: Swedish circle method PLAXIS 3D Chart 5: Isosurface for total displacement without anchors Factor of safety obtained without anchors =8.163 Chart 6: Isosurface for total displacement witn anchors
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 5172 Factor of safety obtained with anchors=8.445 6. CONCLUSIONS AND DISCUSSIONS The severe damage of the buildings in the vicinityofthearea can be explained through an unplanned and poor construction techniques adopted inanarea characterized by high level of soil instability. Also, continuous stagnation of water during the deluge has substantially deteriorated the soil quality. The site that has undergone failure due to the flooding cannot be used for construction of any kind of high rise buildings for commercial purposes nor any residential buildings without any kind of strengthening methods to stabilize the slopes. Anchors are tension resisting elements prevent excessive erosion and any further landslides in areas severelyaffected by heavy rainfall and stagnant flooding. In PLAXIS 3D, analysis is done for total displacements before and after providing anchors in the slopes. The results thereby obtained shows that the total displacement in the slope has reduced with installation of anchors. Ground anchors prove to be an efficient solution for maintaining slope stability without considering the complexities and considering as a homogenous linearly elastic mass. REFERENCES [1] Jones, J. A. A. (1987). The effects of soil piping on contributing areas and erosion patterns. Earth Surface Processes and Landforms, 12(3), 229-248. [2] Cruden, D. M. (1991). A simple definition of a landslide. Buletin of Engineering Geology and the Environment, 43(1), 27-29. [3] DeRisi, R., Jalayer, F., De Paola, F., Iervolino, I.,Giugni,M., Topa, M. E.,&Gasparini, P. (2013). Flood risk assessment for informal settlements. Natural hazards, 69(1), 1003- 1032. [4] Abrams, A. (1975). The influence of fluid viscosity, interfacial tension, and flow velocity on residual oil saturation left by water flood. Society of Petroleum Engineers Journal, 15(05), 437-447. [5] Gazetas, G., Tassoulas, J. L., Dobry, R., & O'Rourke, M. J. (1985). Elastic settlement of arbitrarily shaped foundations embedded in GaZhang,RuiWhang,JiyunQian,Jian-Min Zhang,JianguQian, Effect study of cracks on behavior of soil slope under rainfall conditions, Soils and Foundations,Volume 52,Issue 4, August 2012,Pages 634 half-space. Geotechnique, 35(3), 339-346. [6] ManikathiyakanathanSasekaran,Impactofpermeability and surface cracks on soil slopes, A dissertation submitted to The University of Manchester for the degree of Master of Science by Research in the Faculty of Engineering and Physical Science. [7] Brinkgreve, R.B.J., Swolfs, W.M., Engin, E., Waterman,D., Chessaru,A., Bonnier,P.G., & Galavi, V.(2010).PLAXIS2D 2010. User manual, Plaxis bv. [8] 8. Bishop, A.W., (1955), “The Use of the Slip Circle in the Stability Analysis of Slopes”, Geotechnique, Vol. 5, pp 7 - 17.
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