Performance of Subbase Layer with Geogrid Reinforcement and Zeolite-Waterglass Stabilization

Tri Harianto

doi:10.28991/CEJ-2022-08-02-05

Authors

Tri Harianto
triharianto@unhas.ac.id
Associate Professor, Department of Civil Engineering, Hasanuddin University, Makassar 90245,, Indonesia http://orcid.org/0000-0001-6363-8333

Vol. 8 No. 2 (2022): February

Research Articles

Downloads

PDF

Abstract
How to Cite
Metrics
References
License

Some laterite soil is an inferior material for engineering applications such as road and highway pavement, dam construction and filling material. Laterite soil stabilization is required to increase its strength for field application purposes. The potential use of zeolite and waterglass as stabilizing agents is their pozzolanic properties. This study aims to analyze the strength and bearing capacity of laterite soil stabilized by waterglass-activated zeolite and reinforced with geogrid. The soil sample was prepared with a zeolite percentage of 4, 8, 12, 16 and 20%, and waterglass as much as 2, 4 and 6% with curing times of 0, 7, 14 and 28 days. Furthermore, the physical model test was carried out in the container with the optimum composition obtained from the compressive strength (UCS) and California bearing test (CBR) test. The stabilized subbase layer with geogrid reinforcement was placed on a subgrade layer with a substandard CBR value. The results showed that the compressive strength (UCS) of stabilized soil with a curing time of 7 days was found significantly increased. The CBR value also increased with the content of additive and curing time compared to the untreated soil. The physical model test results showed that the performance of stabilized laterite soil with additives and reinforced by geogrid (ZW-geogrid) as a subbase layer provides more optimal performance in carrying the load compared to the sand-gravel mixtures material.

Doi: 10.28991/CEJ-2022-08-02-05

Full Text: PDF

[1] Amu, O. O., Basiru, N. T., & Coker, A. A. (2011). Effects of forage ash as stabilizing agent in lateritic soil for road. Innovations in Science and Engineering, 1, 1-8.
[2] Tuncer B., E., & Benson, C. H. (2007). Sustainable Construction Case History: Fly ash Stabilization of Road-Surface Gravel. In 2007 World of Coal Ash (WOCA), May 7-10, 2007, Northern Kentucky, World of Coal Ash, USA.
[3] Hatipoglu, B., Edil, T. B., & Benson, C. H. (2008). Evaluation of Base Prepared from Road Surface Gravel Stabilized with Fly Ash. Proc. of Geo- Congress 2008: Geotechnics of Waste Management and Remediation, 288–295. doi:10.1061/40970(309)36.
[4] Osinubi, K. J. (1998). Influence of compaction delay on the properties of cement stabilized lateritic soil. Journal of Engineering Research, 6(1), 13-26.
[5] Harianto, T., Du, Y. J., Hayashi, S., Suetsugu, D., & Nanri, Y. (2008). Geotechnical properties of soil-fiber mixture as a landfill cover barrier material. Geotechnical Engineering, 39(3), 137–143.
[6] Tang, C., Shi, B., Gao, W., Chen, F., & Cai, Y. (2007). Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil. Geotextiles and Geomembranes, 25(3), 194–202. doi:10.1016/j.geotexmem.2006.11.002.
[7] Harianto, T., Sitepu, F., & Jasruddin. (2019). Strength improvement of cement stabilized soil by binder mineral additive. Lowland Technology International, 21(2), 90–97.
[8] Liu, C., & Starcher, R. D. (2013). Effects of Curing Conditions on Unconfined Compressive Strength of Cement- and Cement-Fiber-Improved Soft Soils. Journal of Materials in Civil Engineering, 25(8), 1134–1141. doi:10.1061/(asce)mt.1943-5533.0000575.
[9] Mariri, M., Ziaie Moayed, R., & Kordnaeij, A. (2019). Stress–Strain Behavior of Loess Soil Stabilized with Cement, Zeolite, and Recycled Polyester Fiber. Journal of Materials in Civil Engineering, 31(12), 04019291. doi:10.1061/(asce)mt.1943-5533.0002952.
[10] Hasriana, Samang, L., Djide, M. N., & Harianto, T. (2018). A study on clay soil improvement with Bacillus subtilis bacteria as the road subbase layer. International Journal of GEOMATE, 15(52), 114–120. doi:10.21660/2018.52.97143.
[11] Indriani, A. M., Harianto, T., Djamaluddin, A. R., & Arsyad, A. (2021). Bioremediation of Coal Contaminated Soil as the Road Foundations Layer. International Journal of GEOMATE, 21(84), 76–84. doi:10.21660/2021.84.j2124.
[12] Harianto, T., & Utami, W. D. (2021). Effect of Mineral Additives on the Strength Characteristics of a Laterite Soil. In H. Hazarika (Ed.), Lecture Notes in Civil Engineering: Vol. 144 LNCE (pp. 423–431). doi:10.1007/978-981-16-0077-7_37.
[13] Carroll, R., Walls, J., & Haas, R. (1987). Granular base reinforcement of flexible pavements using geogrids. Proceeding of Geosynthetics' 87, IFAI, 46–57.
[14] Dong, Y.-L., Han, J., & Bai, X.-H. (2010). Bearing Capacities of Geogrid-Reinforced Sand Bases under Static Loading. Geotechnical Special Publication No. 207, GeoShanghai 2010 International Conference, ASCE, 275–281. doi:10.1061/41108(381)36.
[15] Guido, V. A. (1987). Plate Loading Tests on Geogrid-Reinforced Earth Slabs. In Geosynthetic Conference New Orleans, USA (pp. 216–225).
[16] DeMerchant, M. R., Valsangkar, A. J., & Schriver, A. B. (2002). Plate load tests on geogrid-reinforced expanded shale lightweight aggregate. Geotextiles and Geomembranes, 20(3), 173–190. doi:10.1016/S0266-1144(02)00006-7.
[17] ASTM C702-98. (1998). Standard Practice for reducing Samples of Aggregate to Testing Size. ASTM International West Conshohocken, PA, USA.
[18] ASTM D698-12. (2021). Standard Test Methods for Laboratory Compaction Characteristics of Soil using Standard Effort. ASTM International West Conshohocken, PA, USA.
[19] ASTM D2166-16. (2016). Standard Test Method for Unconfined Compressive Strength of Cohesive Soil. ASTM International West Conshohocken, PA, USA.
[20] ASTM D1883-16. (2016). Standard Test Methods for California Bearing Ratio (CBR) of laboratory-Compacted Soils”. ASTM International West Conshohocken, PA, USA.
[21] ASTM D1194-94. (1994). Standard Test Method for Bearing Capacity of Soil for Static Load and Spread Footings. ASTM International West Conshohocken, PA, USA.
[22] Tardy, Y. (1997). Petrology of laterites and tropical soils. In Petrology of laterites and tropical soils, AA Balkema, San Francisco, CA, USA.
[23] Shirmohammadi, S., Jahromi, S. G., Payan, M., & Senetakis, K. (2021). Effect of lime stabilization and partial clinoptilolite zeolite replacement on the behavior of a silt-sized low-plasticity soil subjected to freezing–thawing cycles. Coatings, 11(8), 1–21. doi:10.3390/coatings11080994.
[24] MolaAbasi, H. (2017). Evaluation of zeolite effect on strength of babolsar sand stabilized with cement using unconfined compression test. Modares Civil Engineering journal, 16(20), 203-213.
[25] Goodarzian, A., Ghasemipanah, A., Moayed, R. Z., & Niroumand, H. (2020). Influence of Nanozeolite Particles on Improvement of Clayey Soil. International Journal of Geotechnical and Geological Engineering, 14(1), 40–48.
[26] Li, L., Benson, C. H., Edil, T. B., & Hatipoglu, B. (2008). Sustainable construction case history: Fly ash stabilization of recycled asphalt pavement material. Geotechnical and Geological Engineering, 26(2), 177–187. doi:10.1007/s10706-007-9155-2.
[27] Feng, N. Q., Li, G. Z., & Zang, X. W. (1990). High-strength and flowing concrete with a zeolitic mineral admixture. Cement, Concrete and Aggregates, 12(2), 61–69. doi:10.1520/cca10273j.
[28] S.N.I. (1994). Procedures for Soil Stabilization with Portland Cement for Roads”. Indonesian National Standard, Indonesia.
[29] Osula, D. O. A. (1989). Evaluation of admixture stabilization for problem laterite. Journal of Transportation Engineering, 115(6), 674–687. doi:10.1061/(ASCE)0733-947X(1989)115:6(674).
[30] Mengue, E., Mroueh, H., Lancelot, L., & Eko, R. M. (2017). Mechanical Improvement of a Fine-Grained Lateritic Soil Treated with Cement for Use in Road Construction. Journal of Materials in Civil Engineering, 29(11), 04017206. doi:10.1061/(asce)mt.1943-5533.0002059.
[31] Gabr, M. A., & Hart, J. H. (2000). Elastic Modulus of Geogrid-Reinforced Sand Using Plate Load Tests. Geotechnical Testing Journal, 23(2), 245–250. doi:10.1520/gtj11049j.
[32] Goodarzian, A., Ghasemipanah, A., Moayed, R. Z., & Niroumand, H. (2020). Influence of Nanozeolite Particles on Improvement of Clayey Soil. International Journal of Geotechnical and Geological Engineering, 14(1), 40–48.
[33] Zhou, H., & Wen, X. (2008). Model studies on geogrid- or geocell-reinforced sand cushion on soft soil. Geotextiles and Geomembranes, 26(3), 231–238. doi:10.1016/j.geotexmem.2007.10.002.
[34] Zhang, L., Zhao, M., Shi, C., & Zhao, H. (2010). Bearing capacity of geocell reinforcement in embankment engineering. Geotextiles and Geomembranes, 28(5), 475–482. doi:10.1016/j.geotexmem.2009.12.011.
[35] Koerner, R. M. (2012). Designing with geosynthetics-Vol. 1 (Vol. 1). Xlibris Corporation.
[36] Tafreshi, S. N. M., & Dawson, A. R. (2010). Behaviour of footings on reinforced sand subjected to repeated loading - Comparing use of 3D and planar geotextile. Geotextiles and Geomembranes, 28(5), 434–447. doi:10.1016/j.geotexmem.2009.12.007.
[37] Thakur, J. K., Han, J., Pokharel, S. K., & Parsons, R. L. (2012). Performance of geocell-reinforced recycled asphalt pavement (RAP) bases over weak subgrade under cyclic plate loading. Geotextiles and Geomembranes, 35, 14–24. doi:10.1016/j.geotexmem.2012.06.004.

Publication Start Year:	2015
JCR 2023 Impact Factor (IF):	4.3
JIF QUARTILE:	Q1
SJR 2023 Quartile:	Q1
Acceptance Rate:	27%
Review Speed (Average):	76 days
Issue Per Year:	12
Number of Volumes:	10
Number of Issues:	107
Number of Articles:	1552
Number of Reviewers:	3417
Number of Contributors:	3604
Contributing Countries:	86
No. of WoS Citations:	7986
WoS h-index:	34
Scopus CiteScore:	7.0
No. of Google Citations:	17324
Google h-index:	47
Google i10-index:	393
Abstract Views:	5,819,908
PDF Download:	3,790,637

Performance of Subbase Layer with Geogrid Reinforcement and Zeolite-Waterglass Stabilization

Authors

Downloads

Login

Publisher and Affiliated Societies

Publisher & Affiliated Societies

Indexing & Abstracting

SidebarMenu

Journal Imprint

Journal Imprint

Journal Metrics

IndexedBy

Indexed In

Follow us

Follow Us

Most Cited Articles

Heavy Metal Removal Investigation in Conventional Activated Sludge Systems

Modeling of the Solar Thermal Energy Use in Urban Areas

Adsorption Behavior of Heavy Metal Ions by Hybrid Inulin-TEOS for Water Treatment

Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review

visitors

Analytics

Information

Address

Contact Info: