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THE EFFECT OF SHAPE PROPERTIES IN GRANULAR SOILS ON SETTLEMENT OF STRIP FOOTING OVERLYING ON SAND

Yıl 2017, Cilt: 35 Sayı: 4, 585 - 592, 01.12.2017

Öz

The main objective of this study is to research the effects of roundness, size and relative density of granular soil on the settlement of strip footing placed on soil. For doing this study soil samples has been obtained from calcareous soils with three roundness classes (Angular, Rounded and Well-rounded). Also, the samples have been prepared at 6 different sizes and two relative densities of 50% and 70%. Prepared granular samples with different properties have been subjected to the load by means of a strip footing at this experimental research. The load-Settlement graphs yielded from experimental research showed that the factors of roundness, size and relative density have effects on the ultimate bearing capacity and the value of settlement at failure moment in the granular soils. Research results showed that increasing roundness effected negatively the settlement of footing and caused the soil failure at smaller settlements and ultimate bearing capacity decreased by increasing roundness of particles. Whereas, increasing angularity, grain size and relative density of granular soil samples increased the bearing capacity and decreased the settlement.

Kaynakça

  • [1] Akbulut S., (2002) Fractal Dimensioning of sand grains using image analysis system: Pamukkale University, Journal of Engineering Science 8, 329–334. http://pajes.pau.edu.tr/jvi.asp?pdir=pajes&plng=tur&un=PAJES-79068
  • [2] Akinmusuru JO, Akinbolade JA., (1981) Stability of loaded footings on reinforced soil, Journal of Geotechnical Engineering Division, ASCE. 107, 819–827.
  • [3] Arasan S, Akbulut S., (2008) Determination of grain-size distribution of soils with image analysis. 12. National Soil Mechanic and Foundation Engineering Congress 323–332 (in Turkish with an English summary).
  • [4] Arasan S, Akbulut S, Hasiloglu AS., (2011) The relationship between the fractal dimension and shape properties of particles, KSCE Journal of Civil Engineering 15, 1219-1225. DOI:10.1007/s12205-011-1310-x
  • [5] Arasan S, Yener E, Hattatoglu F, Akbulut S, Hinislioglu S., (2010d) The relationship between the fractal dimension and mechanical properties of asphalt Concrete, International Journal of Civil and Structural Engineering 1, 165–170. DOI:10.6088/ijcser.00202010014.
  • [6] Arasan S, Akbulut S, Hasiloglu AS., (2010c) Effect of particle roundness on the maximum and minimum void ratios of granular soils. 13, National Soil Mechanic and Foundation Engineering Congress, (in Turkish with an English summary).
  • [7] ASTM D 4253 – 16, Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table.
  • [8] ASTM D4254 – 16, Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density.
  • [9] ASTM D 6913-04, Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis.
  • [10] ASTM D 854-14, Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer.
  • [11] Binquet J, Lee KL., (1975a) Bearing capacity tests on reinforced earth slabs, Journal of Geotechnical Engineering Division, ASCE 101, 1241–1255.
  • [12] Binquet J, Lee KL., (1975b) Bearing capacity analysis of reinforced earth slabs, Journal of Geotechnical Engineering Division, ASCE 101, 1257–1276.
  • [13] Boiko IL, Alhassan M., (2013) Effect of vertical cross-Sectional shape of foundation on settlement and bearing capacity of soils, Procedia Engineering 57, 207–212. DOI:10.1016/j.proeng.2013.04.029
  • [14] Chen Y., (2001) Laboratory investigation of bearing capacity behavior of strip footing on geogrid-reinforced sand slope, Geotextiles and Geomembranes 19, 279-298. DOI:10.1016/S0266-1144(01)00009-7
  • [15] Cho GC, Dodds J, Santamarina JC., (2006) Particle shape effects on packing density, stiffness, and strength: natural and crushed sands, Journal of Geotechnical and Geoenvironmental Engineering 132, 591–602. DOI:http://dx.doi.org/10.1061/(ASCE)1090-0241(2006)132:5(591)
  • [16] Choidhary AK, Jha JN, Gill KS., (2010) Laboratory investigation of Bearing Capacity Behavior of Strip Footing on Reinforced Fly Ash Slope, Geotextiles and Geomembranes 28, 393-402. DOI:10.1016/j.geotexmem.2009.09.007
  • [17] Cicek E, Guler E, Yetimoglu T., (2015) Effect of reinforcement length for different geosynthetic reinforcement on strip footing on sand soil. Soils and Foundations 55, 661–677. DOI:10.1016/j.sandf.2015.06.001
  • [18] Cox EA., (1927) A method for assigning numerical and percentage values to the degree of roundness of sand grains, Journal of Paleontolog 1, 179–183.
  • [19] Das BM, Khing KH, Shin EC, Puri VK, Yen SC., (1994) Comparison of bearing capacity of strip foundation on geogrid-reinforced sand and clay. Proceedings of the 8th International Conference on Computer Methods and Advances in Geomechanics, Morgantown, WA, USA 1331–1336.
  • [20] De Graff-Johnson JW, Bhatia HS, Gidigasu DM., (1969) The strength characteristics of residual micaceous soils and their application to stability problems. In: Proc: 7th Int’l Conf Soil Mech Found Engrg Mexico 1, 165–172.
  • [21] Dyskin AV, Estrin Y, Kanel-Belov AJ, Pasternak E., (2001) Toughening by fragmentation how topology helps, Adv Eng Mater 3, 885–888. DOI: 10.1002/1527-2648(200111)3:11<885::AID-ADEM885>3.0.CO;2-P
  • [22] El-Sawwaf M, Nazir AK., (2010) Behavior of repeatedly loaded rectangular footing resting on reinforced sand, Alexandria Engineering Journal 49, 349–356. DOI:10.1016/j.aej.2010.07.002
  • [23] Fragaszy RJ, Lawton E., (1984) Bearing capacity of reinforced sand subgrades, Journal of Geotechnical Engineering Division, ASCE 110, 1501–1507.
  • [24] Greenstein J., (1975) Ultimate strip loading on anisotropic calcareous sandstone, Rock Mechanics and Rock Engineering 7, 73-81. DOI: 10.1007/BF01351902
  • [25] Kuranchie FA, Shukla SK, Habibi D, Kazi M., (2016) Load-Settlement behavior of a strip footing resting on iron ore tailing as a structural fill, International Journal of Mining Science and Technology 26, 247-253. DOI:10.1016/j.ijmst.2015.12.010
  • [26] Lee J, Eun J., (2009) Estimation of bearing capacity for multiple footing in sand, Computer and Geotechnics Journal 36, 1000-1008. DOI:10.1016/j.compgeo.2009.03.009
  • [27] Miura K, Maeda K, Furukawa M, Toki S., (1998) Mechanical characteristics of sands with different primary properties, Soils and Foundations 38, 159–172.
  • [28] Mostafa A, El Sawwaf., (2007) Behavior of strip footing on geogrid-reinforced sand over soft clay slope, Geotextiles and Geomembranes 25, 50–60. DOI:10.1016/j.geotexmem.2006.06.001
  • [29] Powers MC., (1953) A new roundness scale for sedimentary particles, Journal of Sedimentary Petrology 23, 117–119.
  • [30] Santamrina JC, Cho GC., (2004) Soil behavior: the role of particle shape, In, Advances in geotechnical engineering. the skempton conference 1, 604–617. DOI: 10.1680/aigev1.32644.0035
  • [31] Shimobe S, Moroto N., (1995) A new classification chart for sand liquefaction: In: Ishihara K (ed) Earthquake geotechnical engineering. Balkema, Rotterdam 315–320.
  • [32] Yang F, Zheng XC, Zhao LH, Tan YG., (2016) Ultimate bearing capacity of a strip footing placed on sand with a rigid basement, Computers and Geotechnics 77, 115–119. DOI:10.1016/j.compgeo.2016.04.009
  • [33] Yanrong LI., (2013) Effects of particle shape and size distribution on the shear strength behavior of composite soils, Bulletin of Engineering Geology and the Environment 72, 371–381. DOI: 10.1007/s10064-013- 0482-7
  • [34] Zhou Z, Chen L, Zhao Y, Zhao T, Cai X, Du X., (2016) Experimental and Numerical Investigation on the Bearing and Failure Mechanism of Multiple Pillars Under Overburden, Rock Mechanics and Rock Engineering 1-16. DOI: 10.1007/s00603-016-1140-8.
Yıl 2017, Cilt: 35 Sayı: 4, 585 - 592, 01.12.2017

Öz

Kaynakça

  • [1] Akbulut S., (2002) Fractal Dimensioning of sand grains using image analysis system: Pamukkale University, Journal of Engineering Science 8, 329–334. http://pajes.pau.edu.tr/jvi.asp?pdir=pajes&plng=tur&un=PAJES-79068
  • [2] Akinmusuru JO, Akinbolade JA., (1981) Stability of loaded footings on reinforced soil, Journal of Geotechnical Engineering Division, ASCE. 107, 819–827.
  • [3] Arasan S, Akbulut S., (2008) Determination of grain-size distribution of soils with image analysis. 12. National Soil Mechanic and Foundation Engineering Congress 323–332 (in Turkish with an English summary).
  • [4] Arasan S, Akbulut S, Hasiloglu AS., (2011) The relationship between the fractal dimension and shape properties of particles, KSCE Journal of Civil Engineering 15, 1219-1225. DOI:10.1007/s12205-011-1310-x
  • [5] Arasan S, Yener E, Hattatoglu F, Akbulut S, Hinislioglu S., (2010d) The relationship between the fractal dimension and mechanical properties of asphalt Concrete, International Journal of Civil and Structural Engineering 1, 165–170. DOI:10.6088/ijcser.00202010014.
  • [6] Arasan S, Akbulut S, Hasiloglu AS., (2010c) Effect of particle roundness on the maximum and minimum void ratios of granular soils. 13, National Soil Mechanic and Foundation Engineering Congress, (in Turkish with an English summary).
  • [7] ASTM D 4253 – 16, Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table.
  • [8] ASTM D4254 – 16, Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density.
  • [9] ASTM D 6913-04, Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis.
  • [10] ASTM D 854-14, Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer.
  • [11] Binquet J, Lee KL., (1975a) Bearing capacity tests on reinforced earth slabs, Journal of Geotechnical Engineering Division, ASCE 101, 1241–1255.
  • [12] Binquet J, Lee KL., (1975b) Bearing capacity analysis of reinforced earth slabs, Journal of Geotechnical Engineering Division, ASCE 101, 1257–1276.
  • [13] Boiko IL, Alhassan M., (2013) Effect of vertical cross-Sectional shape of foundation on settlement and bearing capacity of soils, Procedia Engineering 57, 207–212. DOI:10.1016/j.proeng.2013.04.029
  • [14] Chen Y., (2001) Laboratory investigation of bearing capacity behavior of strip footing on geogrid-reinforced sand slope, Geotextiles and Geomembranes 19, 279-298. DOI:10.1016/S0266-1144(01)00009-7
  • [15] Cho GC, Dodds J, Santamarina JC., (2006) Particle shape effects on packing density, stiffness, and strength: natural and crushed sands, Journal of Geotechnical and Geoenvironmental Engineering 132, 591–602. DOI:http://dx.doi.org/10.1061/(ASCE)1090-0241(2006)132:5(591)
  • [16] Choidhary AK, Jha JN, Gill KS., (2010) Laboratory investigation of Bearing Capacity Behavior of Strip Footing on Reinforced Fly Ash Slope, Geotextiles and Geomembranes 28, 393-402. DOI:10.1016/j.geotexmem.2009.09.007
  • [17] Cicek E, Guler E, Yetimoglu T., (2015) Effect of reinforcement length for different geosynthetic reinforcement on strip footing on sand soil. Soils and Foundations 55, 661–677. DOI:10.1016/j.sandf.2015.06.001
  • [18] Cox EA., (1927) A method for assigning numerical and percentage values to the degree of roundness of sand grains, Journal of Paleontolog 1, 179–183.
  • [19] Das BM, Khing KH, Shin EC, Puri VK, Yen SC., (1994) Comparison of bearing capacity of strip foundation on geogrid-reinforced sand and clay. Proceedings of the 8th International Conference on Computer Methods and Advances in Geomechanics, Morgantown, WA, USA 1331–1336.
  • [20] De Graff-Johnson JW, Bhatia HS, Gidigasu DM., (1969) The strength characteristics of residual micaceous soils and their application to stability problems. In: Proc: 7th Int’l Conf Soil Mech Found Engrg Mexico 1, 165–172.
  • [21] Dyskin AV, Estrin Y, Kanel-Belov AJ, Pasternak E., (2001) Toughening by fragmentation how topology helps, Adv Eng Mater 3, 885–888. DOI: 10.1002/1527-2648(200111)3:11<885::AID-ADEM885>3.0.CO;2-P
  • [22] El-Sawwaf M, Nazir AK., (2010) Behavior of repeatedly loaded rectangular footing resting on reinforced sand, Alexandria Engineering Journal 49, 349–356. DOI:10.1016/j.aej.2010.07.002
  • [23] Fragaszy RJ, Lawton E., (1984) Bearing capacity of reinforced sand subgrades, Journal of Geotechnical Engineering Division, ASCE 110, 1501–1507.
  • [24] Greenstein J., (1975) Ultimate strip loading on anisotropic calcareous sandstone, Rock Mechanics and Rock Engineering 7, 73-81. DOI: 10.1007/BF01351902
  • [25] Kuranchie FA, Shukla SK, Habibi D, Kazi M., (2016) Load-Settlement behavior of a strip footing resting on iron ore tailing as a structural fill, International Journal of Mining Science and Technology 26, 247-253. DOI:10.1016/j.ijmst.2015.12.010
  • [26] Lee J, Eun J., (2009) Estimation of bearing capacity for multiple footing in sand, Computer and Geotechnics Journal 36, 1000-1008. DOI:10.1016/j.compgeo.2009.03.009
  • [27] Miura K, Maeda K, Furukawa M, Toki S., (1998) Mechanical characteristics of sands with different primary properties, Soils and Foundations 38, 159–172.
  • [28] Mostafa A, El Sawwaf., (2007) Behavior of strip footing on geogrid-reinforced sand over soft clay slope, Geotextiles and Geomembranes 25, 50–60. DOI:10.1016/j.geotexmem.2006.06.001
  • [29] Powers MC., (1953) A new roundness scale for sedimentary particles, Journal of Sedimentary Petrology 23, 117–119.
  • [30] Santamrina JC, Cho GC., (2004) Soil behavior: the role of particle shape, In, Advances in geotechnical engineering. the skempton conference 1, 604–617. DOI: 10.1680/aigev1.32644.0035
  • [31] Shimobe S, Moroto N., (1995) A new classification chart for sand liquefaction: In: Ishihara K (ed) Earthquake geotechnical engineering. Balkema, Rotterdam 315–320.
  • [32] Yang F, Zheng XC, Zhao LH, Tan YG., (2016) Ultimate bearing capacity of a strip footing placed on sand with a rigid basement, Computers and Geotechnics 77, 115–119. DOI:10.1016/j.compgeo.2016.04.009
  • [33] Yanrong LI., (2013) Effects of particle shape and size distribution on the shear strength behavior of composite soils, Bulletin of Engineering Geology and the Environment 72, 371–381. DOI: 10.1007/s10064-013- 0482-7
  • [34] Zhou Z, Chen L, Zhao Y, Zhao T, Cai X, Du X., (2016) Experimental and Numerical Investigation on the Bearing and Failure Mechanism of Multiple Pillars Under Overburden, Rock Mechanics and Rock Engineering 1-16. DOI: 10.1007/s00603-016-1140-8.
Toplam 34 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Research Articles
Yazarlar

Babak Karımı Ghalehjough 0000-0001-7897-9085

Suat Akbulut Bu kişi benim 0000-0001-5266-0543

Semet Çelik Bu kişi benim 0000-0002-9674-8579

Yayımlanma Tarihi 1 Aralık 2017
Gönderilme Tarihi 6 Mart 2017
Yayımlandığı Sayı Yıl 2017 Cilt: 35 Sayı: 4

Kaynak Göster

Vancouver Karımı Ghalehjough B, Akbulut S, Çelik S. THE EFFECT OF SHAPE PROPERTIES IN GRANULAR SOILS ON SETTLEMENT OF STRIP FOOTING OVERLYING ON SAND. SIGMA. 2017;35(4):585-92.

IMPORTANT NOTE: JOURNAL SUBMISSION LINK https://eds.yildiz.edu.tr/sigma/