Journal of Applied Science and Engineering

Published by Tamkang University Press

1.30

Impact Factor

2.10

CiteScore

Ngoc Binh Vu1, Minh Ngoc Do  2, Nu Nguyen Thi3, and Lanh Si Ho2,4

1Hydraulic Construction Institute, Viet Nam Academy for Water Resources
2Department of Geotechnical Engineering, University of Transport Technology
3Engineering Geological Department - Geological faculty, Ha Noi University of Mining and Geology
4Civil and Environmental Engineering Program, Graduate School of Advanced Science and Engineering, Hiroshima University


 

Received: May 13, 2021
Accepted: November 17, 2021
Publication Date: December 23, 2021

 Copyright The Author(s). This is an open access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are cited.


Download Citation: ||https://doi.org/10.6180/jase.202210_25(5).0011  


ABSTRACT


In Vietnam, peat soils are formed by lake-bog or alluvial-bog sediments, which are widely distributed in the Mekong Delta such as Dong Thap Muoi area, Kien Giang, Hau Giang provinces, and U Minh forest. In soil often contains a lot of organic matter, low pH, strong alkaline soil. This will affect the quality of reinforcing soft soil with cement. The results of this study on improving them with local cement showed that the reinforced soil samples had initially increased until 28 days of age and then decreased with curing time. Additives play an important role in soil improvement with cement. They can change the hydrological environment making the soil reinforced better. In this study, we used lime (CaO) and gypsum (CaSO4.2H2O) in combination with local cement to improve the peat soil mentioned above. The results show that, when adding a small amount of lime, 1, 2, 4, 6% or 1, 2, 3 % of gypsum compared to cement, the reduction in strength with curing time has been reversed. The optimal content of additives has been determined as lime 4% and gypsum 2%.


Keywords: Peat soil, additives, unconfined compressive strength, tensile strength, humic acid


REFERENCES


  1. [1] Geological and mineral map of Vietnam at 1/200,000 scale sheet of An Bien - Soc Trang, Ca Mau - Bac Lieu, Long Xuyen.
  2. [2] S. Saride, A. J. Puppala, and S. R. Chikyala, (2013) “Swell-shrink and strength behaviors of lime and cement stabilized expansive organic clays" Applied Clay Science 85: 39–45. DOI: 10.1016/j.clay.2013.09.008.
  3. [3] C. Ma, B. Chen, and L. Chen, (2016) “Effect of organic matter on strength development of self-compacting earthbased construction stabilized with cement-based composites" Construction and Building Materials 123: 414–423. DOI: 10.1016/j.conbuildmat.2016.07.018.
  4. [4] B. B. Huat, S. Maail, and T. A. Mohamed, (2005) “Effect of chemical admixtures on the engineering properties of tropical peat soils" American journal of applied sciences 2(7): 1113–1120.
  5. [5] W. Zhu, C. Chiu, C.-L. Zhang, and K.-L. Zeng, (2009) “Effect of humic acid on the behaviour of solidified dredged material" Canadian Geotechnical Journal 46(9): 1093–1099. DOI: 10.1139/T09-045.
  6. [6] D.-H. Chen, Z. Si, and M. Saribudak, (2009) “Roadway heaving caused by high organic matter" Journal of Performance of Constructed Facilities 23(2): 100–108. DOI: 10.1061/(ASCE)0887-3828(2009)23:2(100).
  7. [7] N. Mohd Yunus, D.Wanatowski, and L. Stace. “Effect of humic acid and salt additives on the behavior of lime-stabilised organic clay”. In: Second International Conference on Geotechnique, Construction Materials and Environment, Kuala Lumpur, Malaysia C. 3051. 2012, 253–256.
  8. [8] H. Chen and Q. Wang, (2006) “The behaviour of organic matter in the process of soft soil stabilization using cement" Bulletin of Engineering Geology and the Environment 65(4): 445–448. DOI: 10.1007/s10064-005-0030-1.
  9. [9] B. Bonomaluwa and T. Palutnicowa, (1987) “Ussr" The Formation of Soil and Humus. Translated by Wei KZ: 140–141.
  10. [10] B. D. Marks and T. A. Haliburton, (1999) “Effects of sodium chloride and sodium chloride–lime admixtures on cohesive Oklahoma soils" Highway Research Record 315: 102–111.
  11. [11] S. Koslanant, K. Onitsuka, and T. Negami, (2006) “Influence of salt additive in lime stabilization on organic clay" Geotechnical Engineering 37(2): 95.
  12. [12] C. Modmoltin and P. Voottipruex, (2009) “Influence of salts on strength of cement-treated clays" Proceedings of the Institution of Civil Engineers-Ground Improvement 162(1): 15–26. DOI: 10.1680/grim.2009.162.1.15.
  13. [13] P. Harris, O. Harvey, S. Sebesta, S. Chikyala, A. Puppala, and S. Saride, (2009) “Mitigating the effects of organics in stabilized soil" Technical Rep. No. FHWA/TX-09/0-5540-1, Texas Dept. of Transportation, Austin, TX:
  14. [14] M. A. Sakr, M. A. Shahin, and Y. M. Metwally, (2009) “Utilization of lime for stabilizing soft clay soil of high organic content" Geotechnical and Geological Engineering 27(1): 105–113. DOI: 10.1007/s10706- 008-9215-2.
  15. [15] K. H. Andersen and K. Schjetne, (2013) “Database of friction angles of sand and consolidation characteristics of sand, silt, and clay" Journal of Geotechnical and Geoenvironmental Engineering 139(7): 1140–1155. DOI: 10.1061/(ASCE)GT.1943-5606.0000839.
  16. [16] B. Evirgen, M. I. Onur, M. Tuncan, and A. Tuncan, (2015) “Determination of the freezing effect on unconfined compression strength and permeability of saturated granular soils" GEOMATE Journal 8(16): 1283–1287. DOI: 10.21660/2015.16.4369.
  17. [17] D. M. Toan. Construction rockly soil and reinforcement method. Construction Publish of Vietnam, Ha Noi. 2013.
  18. [18] J. E. Bowles, (1979) “Physical and geotechnical properties of soils":
  19. [19] Standard Test Method for Unconfined Compressive Strength of Cohesive Soil.
  20. [20] L. Lang, N. Liu, and B. Chen, (2020) “Strength development of solidified dredged sludge containing humic acid with cement, lime and nano-SiO2" Construction and Building Materials 230: 116971. DOI: 10.1016/j.conbuildmat.2019.116971.
  21. [21] N. M. Yunus, D. Wanatowski, and L. Stace, (2012) “Effectiveness of chloride salts on the behaviour of limestabilised organic clay" International Journal of GEOMATE 3(2): 401–412.
  22. [22] D. ASTM. Standard practice for making and curing soilcement compression and flexure test specimens in the laboratory. 2007.


    



 

2.1
2023CiteScore
 
 
69th percentile
Powered by  Scopus

SCImago Journal & Country Rank

Enter your name and email below to receive latest published articles in Journal of Applied Science and Engineering.