Chemical and thermal stabilization of gypseous loess soils: Comparative study of natural environmental friendly materials (zeolite and gypsum) and cement
Source abstract
Abstract
Gypseous loess soils exhibit complex and unpredictable behavior under environmental moisture variations, posing significant challenges in geotechnical engineering. Chemical stabilization and thermal stabilization are commonly used methods for stabilizing gypseous loess soils. Common materials such as cement and lime are expensive and unsustainable. This study investigates the stabilization of gypseous loess soils by zeolite as an environmentally friendly stabilizer to reduce carbon footprint and cement as a common stabilizer. Two distinct methods were employed to activate zeolite: sodium hydroxide and co-activation with cement. Gypseous soils were stabilized by 3%, 5%, 7%, and 10% stabilizing agents, and the performance of the stabilized soils was subsequently assessed under various environmental conditions such as wetting-drying by unconfined compressive strength, P-wave velocity, XRD, and SEM/EDAX tests. The results reveal that zeolite exhibits effective soil stabilization for low and high gypsum content, unlike cement, which demonstrates limitations in stabilizing soils. Cement stabilization leads to the formation of ettringite minerals, and increasing cement content increases ettringite formation. In contrast, stabilization with zeolite prevents the formation of ettringite minerals and enhances soil strength as the zeolite dosage increases. However, when zeolite partially replaces cement, soil strength improves up to a substitution level of 30%; beyond this level, higher substitution ratios lead to a decrease in strength. The absence of ettringite in zeolite-stabilized soils, along with zeolite's unique ability to limit the leaching of dissolved gypsum, explains its superior performance during wetting-drying cycles compared to cement. In thermal stabilization, an increase in the percentage of gypsum present in the sample leads to an increase in uniaxial compressive strength. The study revealed that zeolite could effectively improve gypseous soil's properties and exhibit unique advantages over conventional cement stabilization, which is not an environmentally friendly and sustainable method. This study introduces a novel application of zeolite as a dual-activated, eco-friendly stabilizer for gypseous loess soils, offering a sustainable and technically effective alternative to traditional cement-based methods.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Concrete and Cement Materials Research · Recycling and utilization of industrial and municipal waste in materials production · Clay minerals and soil interactions
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (71)
Show source-provided references
1. Impact of wetting–drying cycles on the microstructure and mechanical properties of lime-stabilized gypseous soils10.1016/j.enggeo.2014.03.002 ↗
2. Effect of long-term soaking and leaching on the behaviour of lime-stabilised gypseous soil10.1080/10298436.2014.893329 ↗
3. Effect of water during freeze–thaw cycles on the performance and durability of lime-treated gypseous soil10.1016/j.coldregions.2015.12.008 ↗
4. Mechanical behavior of gypseous soil treated with lime10.1007/s10706-020-01517-w ↗
5. Variation of suction during wetting of unsaturated collapsible gypseous soils10.14419/ijet.v7i4.37.23621 ↗
6. Stress and deformation characteristics of nonwoven geotextile reinforced sand under different directions of principal stress10.1007/s40891-017-0111-9 ↗
7. Geotechnical characterization of sustainable geopolymer improved soil10.1515/jmbm-2022-0044 ↗
8. Collapsibility potential of gypseous soil stabilized with fly ash geopolymer; characterization and assessment10.1016/j.conbuildmat.2017.01.079 ↗
9. ASTM 2003. ASTM D-559 Standard test method for wetting and drying of compacted soil cement mixtures. Annual book of ASTM Standards, vol 04.08. Easton, PA: American Society for Testing and Materials.
10. ASTM .ASTM Committee D-18 on Soil and Rock, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 Ft-Lbf/Ft3 (2,700 KN-M/M3)) 1. ASTM international, 2009.
11. ASTM .ASTM D5102 Standard test method for unconfined compressive strength of compacted soil-lime mixtures. ASTM international, 2009.
12. ASTM .ASTM Committee D-18 on Soil and Rock, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) 1. ASTM international, 2017.
13. ASTM C150 .ASTM C150: Standard Specification for Portland Cement. ASTM, Philadelphia, PA, 2001.
14. ASTM. Annual book of ASTM standards. Soil and rock, Vol. 04.08. Philadelphia: American Society for Testing and Materials, 2000.
15. Soil and clay stabilization with calcium-and non-calcium-based additives: A state-of-the-art review of challenges, approaches and techniques10.1016/j.trgeo.2018.08.002 ↗
16. Evaluation of Industrial by-products as pozzolans: a road map for use in concrete production
17. Effects of ground granulated blastfurnace slag (GGBS) on the swelling properties of lime-stabilized sulfate-bearing soils10.1016/j.enggeo.2013.05.016 ↗
18. The effect of zeolite and cement stabilization on the mechanical behavior of expansive soils
19. Effect of lime and fly ash on swelling percentage and Atterberg limits of sulfate-bearing clay10.1016/j.clay.2016.09.019 ↗
20. Expansion of concrete by secondary ettringite formation due to fine recycled aggregates contaminated with gypsum10.1680/jadcr.22.00043 ↗
21. Introduction to geohazards of Central China10.1144/qjegh2014-054 ↗
22. Effect of high temperatures on gypsum-based composites10.1016/j.conbuildmat.2018.02.101 ↗
23. Durability assessment of sulfur concrete and Portland concrete in laboratory conditions and marine environments10.1061/(ASCE)MT.1943-5533.0004320 ↗
24. Superfrequency electromagnetic field thermal stabilization of loess
25. Recommendations for stabilization of high-sulfate soils in Texas
26. Calcium transfer process of cement paste for ettringite formation under different sulfate concentrations10.1016/j.conbuildmat.2022.128706 ↗
27. A review of the use of recycled solid waste materials in asphalt pavements10.1016/j.resconrec.2007.02.002 ↗
28. Lime-induced heave in sulfate-bearing clay soils10.1061/(ASCE)0733-9410(1988)114:2(150) ↗
29. Effect of cement and zeolite on silty sand samples under freeze–thaw cycles10.1080/14680629.2021.1924238 ↗
30. Jones · Guidel. Stab. subgrade Soils Calif. · 2011
31. Durability of soft clay soil stabilized with recycled Bassanite and furnace cement mixtures10.1016/j.sandf.2012.12.011 ↗
32. Use of waste gypsum as construction low strength materials
33. Gypsum in construction: origin and properties10.1007/BF02473176 ↗
34. Influence of micro Fe₂O₃ and MgO on the physical and mechanical properties of the zeolite and kaolin based geopolymer mortar
35. Review on the effect of gypsum content on soil behavior10.1016/j.trgeo.2015.06.003 ↗
36. Experimental study on cracking behaviour and strength properties of an expansive soil under cyclic wetting and drying
37. Effects of curing environment and period on performance of lime-GGBS-treated gypseous soil10.1016/j.trgeo.2022.100848 ↗
38. Loess genesis and worldwide distribution
39. I.M. Litvinv. Stabilization of Settling and Weak Claycy Soils by Thermal Treatment, 1960.
40. Effect of natural zeolite and cement additive on the strength of sand10.1007/s10706-016-0060-4 ↗
41. Evaluation of the long-term performance of stabilized sandy soil using binary mixtures: A micro- and macro-level approach10.1016/j.jclepro.2020.122209 ↗
42. Prediction of compressive and tensile strengths of zeolite-cemented sand using porosity and composition10.1016/j.conbuildmat.2019.01.065 ↗
43. Triaxial behaviour of zeolite-cemented sand10.1680/jgrim.18.00009 ↗
44. Effect of fine particles on strength and stiffness of cement treated sand
45. 2014. Water as the Key to Expansion of Ettringite in Cementitious Materials
46. Admixture soil improvement10.1016/B978-0-12-408076-8.00011-X ↗
47. Geopolymer materials based on natural zeolite
48. Method for stabilizing deep loess layers using heat treatment
49. Effect of characteristics of natural zeolites on their geopolymerization
50. Use of cement kiln dust for subgrade stabilization. Kansas
51. The effect of natural zeolites on the early hydration of Portland cement10.1016/S1387-1811(03)00369-X ↗
52. Experimental studies on ettringite-induced heaving in soils10.1061/(ASCE)1090-0241(2005)131:3(325) ↗
53. Improving fine-grained gypsiferous soil by increased compaction10.1080/10298436.2011.563850 ↗
54. Sulfate soils stabilization with magnesium-based binders10.1016/j.clay.2016.10.033 ↗
55. Utilization of zeolite to improve the behavior of cement-stabilized soil10.1007/s40891-021-00284-9 ↗
56. Hydration kinetics of cation exchanged clinoptilolite zeolite based cementitious materials10.1016/j.cemconcomp.2024.105480 ↗
57. A review study of techniques and use of thermal stabilization of soil10.1149/10701.6963ecst ↗
58. Understanding the generation and evolution of hydrophobicity of silane modified fly ash/slag based geopolymers10.1016/j.cemconcomp.2023.105206 ↗
59. The applications of zeolite in sustainable binders for soil stabilization
60. Making of anhydrite cement from waste gypsum10.1016/S0008-8846(00)00209-X ↗
61. Soil and irrigation classification of shallow soils overlying gypsum beds, northern Iraq10.1111/j.1365-2389.1962.tb00687.x ↗
62. Thermal stabilization of heating wire on collapsible loess
63. The effects of cement and natural zeolite additives on problematic clay soils10.1515/secm-2012-0104 ↗
64. Influence of ground granulated blastfurnace slag on the sulphate resistance of lime-stabilized kaolinite10.1680/macr.1999.51.4.247 ↗
65. Use of recycled gypsum in the cement-based stabilization of very soft clays and its micro-mechanism10.1016/j.jrmge.2021.10.002 ↗
66. Gypsum/anhydrite: some engineering problems10.1007/s100640000071 ↗
67. Analysis of the structural and environmental impacts of hydrophilic ZSM-5 molecular sieve on loess10.1016/j.conbuildmat.2022.130248 ↗
68. Graphene stabilized loess: mechanical properties, microstructural evolution, and life cycle assessment10.1016/j.jclepro.2023.136081 ↗
69. Thesis, Dalian Maritime University
70. Study of evolution law of fissures of expansive clay under wetting and drying cycles
71. Interaction between zeolite and sulfate, and its influences on cement hydration10.1016/j.cemconcomp.2024.105448 ↗