Micro-mechanical and environmental assessment of jarosite waste and limestone powder-treated clay soil for embankment applications
Source abstract
Abstract
This study explores the innovative use of industrial by-products, specifically jarosite waste and limestone powder, for stabilising clay soil and its applicability as an embankment material. Laboratory tests were performed to assess the expansive behaviour of soil samples, and microstructural analyses were conducted to study the stabilisation mechanisms over a curing period ranging from 0 to 28 days. The unconfined compressive strength (UCS) of the samples was measured at curing durations of 0, 7, 28, and 91 days. Additionally, potential toxicity levels associated with jarosite waste were evaluated using inductively coupled plasma mass spectrometry. The soil treated with 20% jarosite waste and 7.5% limestone powder has been found to satisfy the required strength, plasticity index (PI), and swelling pressure (SP) criteria according to the relevant codal provisions for embankment material.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Concrete and Cement Materials Research · Tailings Management and Properties · Grouting, Rheology, and Soil Mechanics
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Indian Institute of Technology Kanpur
References (100+)
Show source-provided references
1. 10.3390/su1410621810.3390/su14106218 ↗
2. 10.1016/j.trgeo.2020.10043010.1016/j.trgeo.2020.100430 ↗
3. 10.3390/app1409354010.3390/app14093540 ↗
4. 10.1016/j.mex.2020.10092810.1016/j.mex.2020.100928 ↗
5. 10.1016/j.jrmge.2016.04.00210.1016/j.jrmge.2016.04.002 ↗
6. 10.1016/j.heliyon.2024.e3912410.1016/j.heliyon.2024.e39124 ↗
7. 10.1007/s10706-023-02554-x10.1007/s10706-023-02554-x ↗
8. Annual Report. (2021/2022). Ministry of mines. Government of India. www.jnarddc.gov.in
9. 10.1016/j.conbuildmat.2021.12278910.1016/j.conbuildmat.2021.122789 ↗
10. 10.1061/(asce)mt.1943-5533.000065210.1061/(asce)mt.1943-5533.0000652 ↗
11. 10.1061/(asce)mt.1943-5533.000154710.1061/(asce)mt.1943-5533.0001547 ↗
12. 10.1016/j.jhazmat.2006.04.05410.1016/j.jhazmat.2006.04.054 ↗
13. 10.1016/J.MATCHAR.2010.09.00510.1016/J.MATCHAR.2010.09.005 ↗
14. 10.1520/D2166_D2166M-1610.1520/D2166_D2166M-16 ↗
15. 10.1520/D3999-11E0110.1520/D3999-11E01 ↗
16. 10.1520/D4318-17E0110.1520/D4318-17E01 ↗
17. 10.1520/D4767-11R2010.1520/D4767-11R20 ↗
18. ASTM D6913-17. (2005). Particle-size distribution (gradation) of soils using sieve analysis. https://compass.astm.org/document/?contentCode = ASTM%7CD6913_D6913M-17%7Cen-US
19. 10.1520/D0698-12R2110.1520/D0698-12R21 ↗
20. 10.1520/D7928-21E0110.1520/D7928-21E01 ↗
21. 10.1007/s10706-023-02688-y10.1007/s10706-023-02688-y ↗
22. 10.1007/s10668-020-00641-010.1007/s10668-020-00641-0 ↗
23. 10.1016/0013-7952(96)00028-210.1016/0013-7952(96)00028-2 ↗
24. 10.1061/9780784485330.03210.1061/9780784485330.032 ↗
25. Bose, B. (2012). Geo-engineering properties of expansive soil stabilized with fly ash. EJGE, 17(1), 1339–1353.
26. 10.1061/(asce)mt.1943-5533.000021410.1061/(asce)mt.1943-5533.0000214 ↗
27. 10.1007/s10064-021-02457-210.1007/s10064-021-02457-2 ↗
28. 10.1016/j.conbuildmat.2024.13858610.1016/j.conbuildmat.2024.138586 ↗
29. 10.1007/s10064-023-03302-410.1007/s10064-023-03302-4 ↗
30. 10.1631/jzus.2004.030910.1631/jzus.2004.0309 ↗
31. 10.1029/2021GB00724610.1029/2021GB007246 ↗
32. 10.1007/s12665-020-09259-x10.1007/s12665-020-09259-x ↗
33. Coduto, D. P. (1999). Geotechnical engineering: principles and practices. Prentice Hall.
34. CPWD (Central Public Work Department). (2023). Analysis for rates of Delhi Vol 1. Government of India Publication. New Delhi India.
35. 10.1080/19386362.2019.159862310.1080/19386362.2019.1598623 ↗
36. 10.1016/j.gete.2023.10049610.1016/j.gete.2023.100496 ↗
37. 10.1061/(ASCE)0733-9410(1996)122:5(382)10.1061/(ASCE)0733-9410(1996)122:5(382) ↗
38. 10.1186/s40703-017-0064-910.1186/s40703-017-0064-9 ↗
39. 10.1007/s10064-013-0563-710.1007/s10064-013-0563-7 ↗
40. 10.1080/0010362900936814410.1080/00103629009368144 ↗
41. Gopal, R., & Rao, A. S. R. (2018). Basic and applied soil mechanics (3rd ed.). New Age International (P) Limited.
42. 10.1680/jwarm.17.0004110.1680/jwarm.17.00041 ↗
43. 10.1061/(asce)cr.1943-5495.000015410.1061/(asce)cr.1943-5495.0000154 ↗
44. 10.1186/s40703-018-0074-210.1186/s40703-018-0074-2 ↗
45. 10.1016/j.conbuildmat.2020.11833110.1016/j.conbuildmat.2020.118331 ↗
46. 10.1504/IJEWM.2020.11039810.1504/IJEWM.2020.110398 ↗
47. 10.1061/(asce)mt.1943-5533.000262910.1061/(asce)mt.1943-5533.0002629 ↗
48. 10.1016/j.conbuildmat.2016.02.11610.1016/j.conbuildmat.2016.02.116 ↗
49. 10.1080/14680629.2022.212885810.1080/14680629.2022.2128858 ↗
50. 10.1007/s41062-020-00366-z10.1007/s41062-020-00366-z ↗
51. 10.1016/j.jclepro.2022.13349210.1016/j.jclepro.2022.133492 ↗
52. IRC 36. (2014). Recommended practice for construction of earth embankments and subgrade, IRC 36. Indian Road Congress.
53. IS. (2002). Classification and identification of soils for general engineering purposes (First Revision) IS 1498. Bureau of Indian Standards. New Delhi India.
54. IS. (2002). Methods of test for soils: Determination of free swell index of soils, IS 2720: Part 40. Bureau of Indian Standards.
55. IS. (2002). Methods of test for soils: Determination of specific gravity: Fine-grained soils (first revision), IS 2720: Part 3 (section 1). Bureau of Indian Standards.
56. IS. (2002). Methods of test for soils: Laboratory determination of permeability (first revision), IS 2720: Part 17. Bureau of Indian Standards.
57. IS. (2002). Methods of test for soils: Measurement of swelling pressure of soils, IS 2720: Part 41. Bureau of Indian Standards.
58. IS. (2006). Mould assembly for determination of permeability of soils, IS 11209. Bureau of Indian Standards.
59. IS. (2012). Drinking water specification (second revision), IS 10500. Bureau of Indian Standards.
60. 10.1016/j.conbuildmat.2020.12146610.1016/j.conbuildmat.2020.121466 ↗
61. 10.1080/14680629.2018.147928910.1080/14680629.2018.1479289 ↗
62. 10.1016/j.cscm.2022.e0155910.1016/j.cscm.2022.e01559 ↗
63. 10.1016/j.conbuildmat.2024.13732310.1016/j.conbuildmat.2024.137323 ↗
64. 10.3390/app1303200310.3390/app13032003 ↗
65. 10.1111/j.1151-2916.1999.tb02195.x10.1111/j.1151-2916.1999.tb02195.x ↗
66. 10.1007/s12205-017-1686-310.1007/s12205-017-1686-3 ↗
67. 10.1007/s10098-016-1188-x10.1007/s10098-016-1188-x ↗
68. 10.1016/j.matpr.2022.12.17810.1016/j.matpr.2022.12.178 ↗
69. 10.1515/gps-2017-007910.1515/gps-2017-0079 ↗
70. 10.1061/(asce)mt.1943-5533.000434910.1061/(asce)mt.1943-5533.0004349 ↗
71. 10.1007/s10706-021-01802-210.1007/s10706-021-01802-2 ↗
72. 10.1016/j.jclepro.2016.01.05510.1016/j.jclepro.2016.01.055 ↗
73. 10.1007/s12205-024-2574-210.1007/s12205-024-2574-2 ↗
74. 10.1080/14680629.2016.121272910.1080/14680629.2016.1212729 ↗
75. 10.1061/JMCEE7.MTENG-1867610.1061/JMCEE7.MTENG-18676 ↗
76. 10.1007/s12517-020-05786-w/Published10.1007/s12517-020-05786-w/Published ↗
77. 10.1080/14680629.2018.153013110.1080/14680629.2018.1530131 ↗
78. 10.1061/(asce)mt.1943-5533.000325910.1061/(asce)mt.1943-5533.0003259 ↗
79. My Maps. https://www.google.com/maps/d/u/0/edit?mid = 1r7iTV-0w1iVr4Gid0gBavRSLfbIRjOU&ll = 23.810394913886284%2C77.76350499999998&z = 7 Accessed 30 December 2024
80. 10.1016/j.conbuildmat.2004.05.00910.1016/j.conbuildmat.2004.05.009 ↗
81. 10.1007/s11356-024-32338-610.1007/s11356-024-32338-6 ↗
82. 10.17226/2299910.17226/22999 ↗
83. 10.1007/s10706-018-0515-x10.1007/s10706-018-0515-x ↗
84. 10.1007/s12665-016-6305-y10.1007/s12665-016-6305-y ↗
85. 10.1155/2021/663217110.1155/2021/6632171 ↗
86. 10.1016/j.conbuildmat.2023.13093010.1016/j.conbuildmat.2023.130930 ↗
87. 10.1016/j.scitotenv.2005.04.02410.1016/j.scitotenv.2005.04.024 ↗
88. 10.1007/s40999-022-00764-710.1007/s40999-022-00764-7 ↗
89. 10.1061/jhtrbp.hzeng-118210.1061/jhtrbp.hzeng-1182 ↗
90. 10.1061/9780784482780.04810.1061/9780784482780.048 ↗
91. 10.1007/s10064-021-02316-010.1007/s10064-021-02316-0 ↗
92. 10.3390/su1103067910.3390/su11030679 ↗
93. 10.32075/17ECSMGE-2019-089710.32075/17ECSMGE-2019-0897 ↗
94. 10.1016/j.sandf.2020.01.00710.1016/j.sandf.2020.01.007 ↗
95. 10.1520/GTJ10749J10.1520/GTJ10749J ↗
96. 10.1177/036119811876990010.1177/0361198118769900 ↗
97. 10.1007/s12517-022-09871-010.1007/s12517-022-09871-0 ↗
98. Sangita S. Singh S. P. & Roy N. (2015). Hydraulic conductivity and leachate characteristics of lime stabilized flyash. Thesis NIT.
99. 10.1080/14680629.2016.123550810.1080/14680629.2016.1235508 ↗
100. 10.3389/feart.2023.124397510.3389/feart.2023.1243975 ↗