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Published in: Environmental Earth Sciences 5/2016

01-03-2016 | Original Article

Effects of iron and chrome slag on the index compaction and strength parameters of clayey soils

Authors: Mustafa Vekli, Cenk Cuma Çadır, Ferhat Şahinkaya

Published in: Environmental Earth Sciences | Issue 5/2016

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Abstract

There are many waste materials in our country as in the whole world. The variety and intensity of waste materials increase day by day. Unless these materials are recycled in different ways, they will cause negative effects on environment and thus on nature. This damage will be minimized by reusing these materials and ensuring their recycling. There have been many scientific studies conducted and still being conducted on recycling of waste materials around the world and also in Turkey. The aim of this study is to investigate the usefulness of iron and chromium slag of clay stabilization. In addition, this study was to examine the impact on the ground two waste materials in comparison. In this study, the exchange rate of the physical characteristics and strength features of the ground will be experimentally examined as a result of specific gravity test, grain size, liquid limit, plastic limit, compaction test, unconfined compressive strength test, permeability test practiced by separately adding chrome and iron slags onto a clay soil in the rates of 5, 10 and 15 % in terms of weight. As a result of this study, while improvement will take place in the physical characteristics of clays, the environmental damage of an industrial waste material will be minimized by ensuring recycling.
Table 1
XRF results of clay and addition agents used in the test
Clay sampling
Chrome slag
Iron slag
Ignition loss 19 %
Ignition loss 15 %
Ignition loss 15 %
Name of composite
Composite percentage
Name of composite
Composite percentage
Name of composite
Composite percentage
SiO2
37.2899
MgO
31.3862
Fe2O3
46.8667
Fe2O3
14.2389
SiO2
25.5898
SiO2
24.0181
Al2O3
11.2587
Fe2O3
13.4671
Al2O3
7.6003
CaO
10.9443
Cr2O3
10.3318
MgO
1.1406
MgO
3.3281
Al2O3
1.1193
CaO
1.1375
K2O
1.4814
CaO
0.9507
MnO
0.7764
TiO2
1.0656
Na2O
0.8490
K2O
0.6984
Na2O
0.4075
NiO
0.8149
Na2O
0.6100
MnO
0.2498
MnO
0.1756
NiO
0.5718
P2O5
0.1701
P2O5
0.0832
TiO2
0.3962
BaO
0.1525
Cl
0.0599
Cr2O3
0.3317
SrO
0.0890
PbO
0.0409
P2O5
0.3268
Cr2O3
0.0672
TiO2
0.0409
As2O3
0.1281
NiO
0.0479
Co3O4
0.0338
ZnO
0.1231
SO3
0.0443
SO3
0.0251
PbO
0.0819
ZrO2
0.0437
ZnO
0.0238
BaO
0.0799
CuO
0.0286
K2O
0.0080
SO3
0.0374
PbO
0.0233
  
Co3O4
0.0221
ZnO
0.0229
  
SrO
0.0211
As2O3
0.0221
  
ZrO2
0.0173
Rb2O
0.0166
  
Rb2O
0.0078
Y2O3
0.0076
  
Y2O3
0.0068

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Literature
go back to reference Ahnberg H, Johansson SE, Pihl H, Carlsson T (2003) Stabilising effects of different binders in some Swedish soils. Ground Improv 7(1):9–23CrossRef Ahnberg H, Johansson SE, Pihl H, Carlsson T (2003) Stabilising effects of different binders in some Swedish soils. Ground Improv 7(1):9–23CrossRef
go back to reference Amu OO, Adewumi IK, Ayodele AL, Mustapha RA (2005) Analysis of California bearing ratio values of limeand wood ash stabilized lateritic soil. J Appl Sci 5(8):147–1483 Amu OO, Adewumi IK, Ayodele AL, Mustapha RA (2005) Analysis of California bearing ratio values of limeand wood ash stabilized lateritic soil. J Appl Sci 5(8):147–1483
go back to reference ASTM D 1557-09 (2009) Standard test methods for laboratory compaction characteristics of soil modified effort. American Test Methods Standards ASTM D 1557-09 (2009) Standard test methods for laboratory compaction characteristics of soil modified effort. American Test Methods Standards
go back to reference ASTM D 2166-00 (2003) Standard test method for unconfined compressive strength of cohesive soil. In: Annual book ASTM standards, vol 04.08, West Conshohocken, pp 201–206 ASTM D 2166-00 (2003) Standard test method for unconfined compressive strength of cohesive soil. In: Annual book ASTM standards, vol 04.08, West Conshohocken, pp 201–206
go back to reference ASTM D 422-63 (2003) Standard test method for particle-size analysis of soils. In: Annual book of ASTM standards, vol 04.08, West Conshohocken, pp10–17 ASTM D 422-63 (2003) Standard test method for particle-size analysis of soils. In: Annual book of ASTM standards, vol 04.08, West Conshohocken, pp10–17
go back to reference ASTM D 4318-00 (2003) Standard test method for liquid limit, plastic limit and plasticity index of soils. In: Annual book ASTM standards, vol 04.08, West Conshohocken, pp 582–595 ASTM D 4318-00 (2003) Standard test method for liquid limit, plastic limit and plasticity index of soils. In: Annual book ASTM standards, vol 04.08, West Conshohocken, pp 582–595
go back to reference ASTM D 854-02 (2003) Standard test method for specific gravity of soils. In: Annual book of ASTM standards, vol 04.08, West Conshohocken, pp 93–99 ASTM D 854-02 (2003) Standard test method for specific gravity of soils. In: Annual book of ASTM standards, vol 04.08, West Conshohocken, pp 93–99
go back to reference ASTM D5856-95 (2007) Standard test method for measurement of hydraulic conductivity of porous material using a rigid-wall, compaction-mold permeameter. ASTM International, West Conshohocken ASTM D5856-95 (2007) Standard test method for measurement of hydraulic conductivity of porous material using a rigid-wall, compaction-mold permeameter. ASTM International, West Conshohocken
go back to reference Bilgen G (2004) Blast furnace slag and lime soil stabilization. Master thesis, Department of Civil Engineering, University of Kocaeli, Turkey Bilgen G (2004) Blast furnace slag and lime soil stabilization. Master thesis, Department of Civil Engineering, University of Kocaeli, Turkey
go back to reference Bilgen G, Kavak A (2011) Use of lime and BOF slag as contributing in the low Plasticity clay. 4. Geotechnical symposium, Adana, Turkey Bilgen G, Kavak A (2011) Use of lime and BOF slag as contributing in the low Plasticity clay. 4. Geotechnical symposium, Adana, Turkey
go back to reference Bilgen G, Kavak A, Çapar ÖF (2012) Use of BOF slag as contribution in the low plasticity clay and with interaction lime. Karaelmas Sci and Eng J 2(2):30–38CrossRef Bilgen G, Kavak A, Çapar ÖF (2012) Use of BOF slag as contribution in the low plasticity clay and with interaction lime. Karaelmas Sci and Eng J 2(2):30–38CrossRef
go back to reference Kavak A, Çapar ÖF, Bilgen G (2009) Use of a troubled clay improving by lime and blast furnace slag contribution in the road embankement. The 14. national clay symposium, Trabzon, Turkey Kavak A, Çapar ÖF, Bilgen G (2009) Use of a troubled clay improving by lime and blast furnace slag contribution in the road embankement. The 14. national clay symposium, Trabzon, Turkey
go back to reference Saride S, Puppala AJ, Williammee R (2010) Assessing recycled/secondary materials as pavement bases. Proc Inst Civil Eng Ground Improv 163:3–12CrossRef Saride S, Puppala AJ, Williammee R (2010) Assessing recycled/secondary materials as pavement bases. Proc Inst Civil Eng Ground Improv 163:3–12CrossRef
go back to reference Sivapullaiah PV, Sridharan A, Bhaskar RKV (2000) Role of amount and type of clay in the lime stabilization of soils. Ground Improv 4:37–45CrossRef Sivapullaiah PV, Sridharan A, Bhaskar RKV (2000) Role of amount and type of clay in the lime stabilization of soils. Ground Improv 4:37–45CrossRef
go back to reference Sivrikaya O, Yavascan S, Cecen E (2014) Effects of ground granulated blast furnace slag on the index and compaction parameters of clayey soils. Acta Geotec Slov 11:19–27 Sivrikaya O, Yavascan S, Cecen E (2014) Effects of ground granulated blast furnace slag on the index and compaction parameters of clayey soils. Acta Geotec Slov 11:19–27
go back to reference Skempton AW, Northey RD (1953) The sensitivity of clays. Geotechnique 3(1):30–53CrossRef Skempton AW, Northey RD (1953) The sensitivity of clays. Geotechnique 3(1):30–53CrossRef
go back to reference Vanapoli SK, Garga VK, Brisson P (2007) A modified permeameter for determination of unsaturated coefficient of permeability. Geotech Geol Eng 25:191–202CrossRef Vanapoli SK, Garga VK, Brisson P (2007) A modified permeameter for determination of unsaturated coefficient of permeability. Geotech Geol Eng 25:191–202CrossRef
go back to reference White IL (1982) Soil plasticity and strength—a new approach using extrusion. Ground Eng 15(1):16–24 White IL (1982) Soil plasticity and strength—a new approach using extrusion. Ground Eng 15(1):16–24
go back to reference Wroth CP, Wood DM (1978) The correlation of index properties with some basic engineering properties of soils. Can Geotech J. 15(2):137–144CrossRef Wroth CP, Wood DM (1978) The correlation of index properties with some basic engineering properties of soils. Can Geotech J. 15(2):137–144CrossRef
Metadata
Title
Effects of iron and chrome slag on the index compaction and strength parameters of clayey soils
Authors
Mustafa Vekli
Cenk Cuma Çadır
Ferhat Şahinkaya
Publication date
01-03-2016
Publisher
Springer Berlin Heidelberg
Published in
Environmental Earth Sciences / Issue 5/2016
Print ISSN: 1866-6280
Electronic ISSN: 1866-6299
DOI
https://doi.org/10.1007/s12665-016-5312-3

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