Abstract
This paper deals with the evaluation of the erodibility of compacted weathered granite soil through non-destructive tests. A rotating erosion cylinder test (RECT) was employed to evaluate the erosion resistance capacity of weathered granite soil with various relative densities and pre-consolidation pressures. In addition, non-destructive tests, i.e., electrical resistivity and bender element tests, were conducted to investigate a correlation between erosion resistance characteristic and non-destructive property. The results indicated that the critical shear stress increased with an increase in relative density and pre-consolidation pressure, and the threshold shear stress increased with an increase in relative density, while its increase was independent of an increase in pre-consolidation pressure. Thus, the relative density of weathered granite soil has a more significant effect on erosion resistance than its pre-consolidation pressure. The electrical resistivity and shear wave velocity increased with increases in relative density and pre-consolidation pressure, and these results had a good correlation with the porosity of weathered granite soils. The empirical equations for estimating the critical shear stress and the threshold shear stress of weathered granite soils, based on the relationship between the values of erosion resistance capacity normalized by those of non-destructive tests and porosity, were proposed. It is expected that the proposed correlation might be useful in determining the erosion resistance capacity of compacted weathered granite soil by using non-destructive tests.
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Abbreviations
- EFA:
-
Erosion function apparatus
- D r :
-
Relative density of sample
- σ p :
-
Pre-consolidation pressure of sample
- RECT:
-
Rotating erosion cylinder test
- ΔT:
-
Calibrated torque in RECT
- T measured :
-
Torque due to friction at surfaces of sample and plates in RECT
- T plates :
-
Torque due to the friction only plates in RECT
- r e :
-
Equivalent radius of sample after RECT
- τ :
-
Shear stress
- E :
-
Erosion rate
- 4ERP:
-
Four-electrical resistivity probe
- R :
-
Electrical resistance of sample
- ρ ER :
-
Electrical resistivity of sample
- BE:
-
Bender elements
- Vs :
-
Shear wave velocity
- τ c :
-
Critical shear stress
- τ T :
-
Threshold shear stress
- Islope1 and Islope2 :
-
Increment parameters that depend on critical shear stress and threshold shear stress
- n :
-
Porosity of sample
References
Archie GE (1942) The electrical resistivity log as an aid in determining some reservoir characteristics. Trans Am Inst Min Met Pet Eng 146:54–62. https://doi.org/10.2118/942054-G
Arulanandan K, Sargunam A, Loganathan P, Krone R (1973) Application of chemical and electrical parameters to prediction of erodibility. Highw Res Board Spec Rep 135:42–51
ASTM International (2000) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM International, West Conshohocken
Bloomquist D, Sheppard DM, Schofield S, Crowley RW (2012) The rotating erosion testing apparatus (RETA): a laboratory device for measuring erosion rates versus shear stresses of rock and cohesive materials. Geotech Test J 35:641–648. https://doi.org/10.1520/GTJ104221
Briaud BJ, Ting FCK, Chen HC et al (1999) Sricos: prediction of scour rate in cohesive soils at bridge piers. Manager 125:237–246
Briaud J-L, Govindasamy AV, Shafii I (2017) Erosion charts for selected Geomaterials. J Geotech Geoenviron Eng 143:04017072. https://doi.org/10.1061/(asce)gt.1943-5606.0001771
Briaud JL, Ting FCK, Chen HC et al (2001) Erosion function apparatus for scour rate predictions. J Geotech Geoenviron Eng 172:105–113. https://doi.org/10.1061/(asce)1090-0241(2001)127:2(105)
Chapuis RP, Gatien T (1986) An improved rotating cylinder technique for quantitative measurements of the scour resistance of clays. Can Geotech J 23:83–87. https://doi.org/10.1139/t86-010
Choo H, Kim J, Lee W, Lee C (2016) Relationship between hydraulic conductivity and formation factor of coarse-grained soils as a function of particle size. J Appl Geophys 127:91–101. https://doi.org/10.1016/j.jappgeo.2016.02.013
Foster M, Fell R, Spannagle M (2000) The statistics of embankment dam failures and accidents. Can Geotech J 37:1000–1024. https://doi.org/10.1139/t00-030
Guo S, Shao Y, Zhang T et al (2013) Physical modeling on sand Erosion around defective sewer pipes under the influence of groundwater. J Hydraul Eng 139:1247–1257. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000785
Hagerty DJ, Spoor MF, Ullrich CR (1981) Bank failure and erosion on the Ohio river. Eng Geol 17:141–158. https://doi.org/10.1016/0013-7952(81)90080-6
Haghighi I, Chevalier C, Duc M et al (2013) Improvement of hole Erosion test and results on reference soils. J Geotech Geoenviron Eng 139:330–339. https://doi.org/10.1061/(asce)gt.1943-5606.0000747
Hanson GJ, Simon A (2001) Erodibility of cohesive streambeds in the loess area of the Midwestern USA. Hydrol Process 15:23–28. https://doi.org/10.1002/hyp.149
Indiketiya S, Jegatheesan P, Rajeev P (2017) Evaluation of defective sewer pipe–induced internal erosion and associated ground deformation using laboratory model test. Can Geotech J 54:1184–1195. https://doi.org/10.1139/cgj-2016-0558
Jackson PD, Smith DT, Stanford PN (1978) Resistivity-porosity-particle shape relationships for marine sands. GEOPHYSICS 43:1250–1268. https://doi.org/10.1190/1.1440891
Klein JD, Sill WR (1982) Electrical properties of artificial clay-bearing sandstone. GEOPHYSICS 47:1593–1601. https://doi.org/10.1190/1.1441310
Lee C, Lee JS, Lee W, Cho TH (2008) Experiment setup for shear wave and electrical resistance measurements in an oedometer. Geotech Test J 31:149–156
Lee J-S, Santamarina JC (2005) Bender elements: performance and signal interpretation. J Geotech Geoenviron Eng. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:9(1063
Lim SS (2006) Experimental investigation of erosion in variably saturated clay soils. PhD thesis, Univ New South Wales - Aust p 171
Lim SS, Khalili N (2009) An improved rotating cylinder test design for laboratory measurement of erosion in clayey soils. Geotech Test J 27:1–7
Martínez-Moreno FJ, Delgado-Ramos F, Galindo-Zaldívar J et al (2018) Identification of leakage and potential areas for internal erosion combining ERT and IP techniques at the Negratín dam left abutment (Granada, southern Spain). Eng Geol 240:74–80. https://doi.org/10.1016/j.enggeo.2018.04.012
Matthew A (2004) Laboratory apparatus and methodology for determining water erosion rates of erodible rock and cohesive sediments. Master Degree Thesis, Univ Florida
Moffat R, Fannin RJ, Garner SJ (2011) Spatial and temporal progression of internal erosion in cohesionless soil. Can Geotech J 48:399–412. https://doi.org/10.1139/t10-071
Montoya BM, Do J, Gabr MM (2018) Erodibility of microbial induced carbonate precipitation-stabilized sand under submerged impinging jet. In: IFCEE 2018: innovations in ground improvment for soils, pavements, and subgrades. 296:19–28
Moore WL, Masch FD (1962) Experiments on the scour resistance of cohesive sediments. J Geophys Res 67:1437–1449. https://doi.org/10.1029/jz067i004p01437
Salem HS, Chilingarian GV (1999) The cementation factor of Archie’s equation for shaly sandstone reservoirs. J Pet Sci Eng 23:83–93. https://doi.org/10.1016/S0920-4105(99)00009-1
Salifu E, MacLachlan E, Iyer KR et al (2016) Application of microbially induced calcite precipitation in erosion mitigation and stabilisation of sandy soil foreshore slopes: a preliminary investigation. Eng Geol 201:96–105. https://doi.org/10.1016/j.enggeo.2015.12.027
Sato M, Kuwano R (2015) Influence of location of subsurface structures on development of underground cavities induced by internal erosion. Soils Found 55:829–840. https://doi.org/10.1016/j.sandf.2015.06.014
Shields A (1936) Anwendung der Aehnlichkeitsmechanik und der Turbulenzforschung auf die Geschiebebewegung
Shirley DJ, Hampton LD (1978) Shear-wave measurements in laboratory sediments. J Acoust Soc Am 63:607–613. https://doi.org/10.1121/1.381760
Skempton AW (1954) The pore-pressure coefficients a and b. Geotech 4:143–147
Smerdon ET, Beasley RP (1961) Critical tractive forces in cohesive soils. Agric Eng 42:26–29
Vandenboer K, van Beek VM, Bezuijen A (2019) Analysis of the pipe depth development in small-scale backward erosion piping experiments. Acta Geotech 14:477–486. https://doi.org/10.1007/s11440-018-0667-0
Wan CF, Fell R (2004a) Laboratory tests on the rate of piping erosion of soils in embankment dams. Geotech Test J 27:295–303
Wan CF, Fell R (2004b) Investigation of rate of Erosion of soils in embankment dams. J Geotech Geoenviron Eng 130:373–380. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:4(373)
White CM (1940) The equilibrium of grains on the bed of a stream. Proc R Soc A Math Phys Eng Sci 174:322–338. https://doi.org/10.1098/rspa.1940.0023
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Kang, Go., Do, T.M., Lim, Js. et al. Evaluation of erosion resistance capacity on compacted weathered granite soil using non-destructive tests. Bull Eng Geol Environ 79, 907–923 (2020). https://doi.org/10.1007/s10064-019-01582-3
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DOI: https://doi.org/10.1007/s10064-019-01582-3