Experimental Evaluation of Application of Demolition Waste Material to Improve the Interface Parameters of Geotextile and Sand

Authors

Faculty of Engineering, University of Mohaghegh Ardabili, Ardabil, Iran

Abstract

Mechanical properties of mechanically stabilized earth structures depend on the mechanical parameters of the fill material, tensile strength of reinforcement elements, and the interface properties of the geosynthetic and the fill material (Ouria and Mahmoudi, 2018). Optimal design of reinforced earth systems demands for a pullout capacity of reinforcements proportional to their tensile strength (Ouria et al., 2019) (Ouria et al., 2021) (Ouria et al., 2022). That is why the utilization of high strength reinforcements in reinforced earth structures has not been developed extensively. Anchorage of high strength reinforcements requires long anchorage length of mechanically anchored ends. On the other hand, rapid development of societies requires renewal of several structures and substructures (Ouria et al., 2020)(Ouria and Heidarly, 2021)(Ouria and Sadeghpour, 2022). The replacement of existing substructures requires new materials and also produces demolition waste material in large quantities (Vieira and Pereira, 2015). The huge rate of the production of demolition waste material in the recent years raised concerns about the harmful impacts of these material in the environment (Savadkoohi and Reisi, 2020). Recycling of these waste material and their utilization in new projects could be proper step in response to the raised concerns. In this study the applicability of demolition waste material in the reinforced soil structures was investigated in the laboratory.

Keywords

Main Subjects


ASTM C127-07, Standard test method for density (specific gravity), and absorption of coarse aggregate. ASTM International, West Conshohocken, PA. 2007.

      https://doi.org/10.1520/C0127-07

ASTM D2487-1, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). ASTM International, West Conshohocken, PA., 2011.

      https://doi.org/10.1520/D2487-17E01

ASTM D3080-11. Standard test method for direct shear test of soils under consolidated drained conditions. ASTM International, West Conshohocken, PA., 2011. https://doi.org/10.1520/D3080-17E01

ASTM D4595-11, Standard test method for tensile properties of geotextiles by the wide-width strip method. ASTM International, West Conshohocken, PA., 2011. https://doi.org/10.1520/D4595-11

Ebadi M, Habibagahi G, Hataf N, “Effect of cement treatment on soil non-woven geotextile interface”, Scientia Iranica, 2015, 22 (1), 69-80.

Mistri A, Bhattacharyya SK, Dhami N, Mukherjee A, Barai SV, “A review on different treatment methods for enhancing the properties of recycled aggregates for sustainable construction materials”, Construction and Building Materials, 2020, 233, 117894. https://doi.org/10.1016/j.conbuildmat.2019.117894

Nidheesh PV, Kumar MS, “An overview of environmental sustainability in cement and steel production”, Journal of Cleaner Production, 2019, 231, 856-871.

      https://doi.org/10.1016/j.jclepro.2019.05.251

Ouria A, Emami S, Karamzadegan S, “Laboratory Investigation of the Effect of the Cement Treatment of Interface on the Pullout Capacity of Reinforcements”, Amirkabir Journal of Civil Engineering, 2019, 52 (11), 2831-2846. https://doi.org/0.22060/CEEJ.2019.16191.6149

Ouria A, Heidarli E, Karamzadegan S, “Utilization of Recycled Concrete Aggregates as Coarse Material Sandwich to Improve the Pullout Strength of Geosynthetics in a Fine Sand”, International Journal of Geosynthetics and Ground Engineering, 2022, 8 (5), 55. https://doi.org/10.1007/s40891-022-00401-2

Ouria A, Heidarly E, “Laboratory Investigation of the Effect of the Geotextile Placement Pattern on the Bearing Capacity of Footing on Reinforced Sand”, Mdrsjrns, University of Mohegan Ardabili, 2021, 21 (3), 21-34.

Ouria A, Karamzadegan S, Emami S, “Interface properties of a cement coated geocomposite”, Construction and Building Materials, 2021, 266, 121014. https://doi.org/10.1016/j.conbuildmat.2020.121014

Ouria A, Mahmoudi A, “Laboratory and numerical modeling of strip footing on geotextile-reinforced sand with cement-treated interface”, Geotextiles and Geomembranes, 2018, 46 (1), 29-39.

        https://doi.org/10.1016/j.geotexmem.2017.09.003

Ouria A, Mahmoudi A, Sadeghpour H, “Effect of the Geotextile Arrangement on the Bearing Capacity of a Strip Footing”, International Journal of Geosynthetics and Ground Engineering, Springer International Publishing, 2020, 6 (36). https://doi.org/10.1007/s40891-020-00219-w

Ouria A, Sadeghpour H, “Laboratory and numerical simulation of the effect of wraparound anchorage of reinforcements on the bearing capacity of spread footing”, Sharif Journal of Civil Engineering, 2022, 37.2 (4.1), 93-104.

Ouria A, Toufigh V, Desai C, Toufigh V, Saadatmanesh H, “Finite element analysis of a CFRP reinforced retaining wall”, Geomechanics and Engineering, 2016, 10 (6), 757-774.

 https://doi.org/10.12989/gae.2016.10.6.757

Racana N, Grédiac M, Gourvès R, “Pull-out response of corrugated geotextile strips”, Geotextiles and Geomembranes, 2003, 21 (5), 265-288. https://doi.org/10.1016/S0266-1144(03)00031-1

Santos ECG, Palmeira EM, Bathurst RJ, “Behaviour of a geogrid reinforced wall built with recycled construction and demolition waste backfill on a collapsible foundation”, Geotextiles and Geomembranes, Elsevier Ltd, 2013, 39, 9-19.

Savadkoohi MS, Reisi M, “Environmental protection based sustainable development by utilization of granite waste in Reactive Powder Concrete”, Journal of Cleaner Production, 2020, 266, 121973. https://doi.org/10.1016/j.jclepro.2020.121973

Shukla SK, Yin JH, Fundamentals of geosynthetic Engineering, CRC Press, 2006. ISBN 9780415394444

Tavakoli Mehrjardi G, Azizi A, Haji-Azizi A, Asdollafardi G, “Evaluating and improving the construction and demolition waste technical properties to use in road construction”, Transportation Geotechnics, 2020, 23, 100349.

      https://doi.org/10.1016/j.trgeo.2020.100349

Thakur JK, Han J, Pokharel SK, Parsons RL, “Performance of geocell-reinforced recycled asphalt pavement (RAP) bases over weak subgrade under cyclic plate loading”, Geotextiles and Geomembranes, 2012, 35, 14-24.

        https://doi.org/10.1016/j.geotexmem.2012.06.004

Toufigh V, Ouria A, Desai CS, Javid N, Toufigh V, Saadatmanesh H, “Interface behavior between carbon-fiber polymer and sand”, Journal of Testing and Evaluation, 2016, 44 (1), 20140153. https://doi.org/ 10.1520/JTE20140153

Toufigh V, Saeid F, Toufigh V, Ouria A, Desai CS, Saadatmanesh H, “Laboratory study of soil-CFRP interaction using pull-out test”, Geomechanics and Geoengineering, 2014, 9 (3), 208-214. https://doi.org/10.1080/17486025.2013.813650

Vieira CS, Pereira PM, “Use of recycled construction and demolition materials in geotechnical applications: a review”, Resources, Conservation and Recycling, 2015, 103, 192-204.

      https://doi.org/10.1016/j.resconrec.2015.07.023

Vieira CS, Pereira PM, Lopes MDL, “Recycled construction and demolition wastes as filling material for geosynthetic reinforced structures, interface properties”, Journal of Cleaner Production, 2016, 124, 299-311.

            https://doi.org/10.1016/j.jclepro.2016.02.115

ASTM C127-07, Standard test method for density (specific gravity), and absorption of coarse aggregate. ASTM International, West Conshohocken, PA. 2007.
      https://doi.org/10.1520/C0127-07
ASTM D2487-1, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). ASTM International, West Conshohocken, PA., 2011.
      https://doi.org/10.1520/D2487-17E01
ASTM D3080-11. Standard test method for direct shear test of soils under consolidated drained conditions. ASTM International, West Conshohocken, PA., 2011. https://doi.org/10.1520/D3080-17E01
ASTM D4595-11, Standard test method for tensile properties of geotextiles by the wide-width strip method. ASTM International, West Conshohocken, PA., 2011. https://doi.org/10.1520/D4595-11
Ebadi M, Habibagahi G, Hataf N, “Effect of cement treatment on soil non-woven geotextile interface”, Scientia Iranica, 2015, 22 (1), 69-80.
Mistri A, Bhattacharyya SK, Dhami N, Mukherjee A, Barai SV, “A review on different treatment methods for enhancing the properties of recycled aggregates for sustainable construction materials”, Construction and Building Materials, 2020, 233, 117894. https://doi.org/10.1016/j.conbuildmat.2019.117894
Nidheesh PV, Kumar MS, “An overview of environmental sustainability in cement and steel production”, Journal of Cleaner Production, 2019, 231, 856-871.
      https://doi.org/10.1016/j.jclepro.2019.05.251
Ouria A, Emami S, Karamzadegan S, “Laboratory Investigation of the Effect of the Cement Treatment of Interface on the Pullout Capacity of Reinforcements”, Amirkabir Journal of Civil Engineering, 2019, 52 (11), 2831-2846. https://doi.org/0.22060/CEEJ.2019.16191.6149
Ouria A, Heidarli E, Karamzadegan S, “Utilization of Recycled Concrete Aggregates as Coarse Material Sandwich to Improve the Pullout Strength of Geosynthetics in a Fine Sand”, International Journal of Geosynthetics and Ground Engineering, 2022, 8 (5), 55. https://doi.org/10.1007/s40891-022-00401-2
Ouria A, Heidarly E, “Laboratory Investigation of the Effect of the Geotextile Placement Pattern on the Bearing Capacity of Footing on Reinforced Sand”, Mdrsjrns, University of Mohegan Ardabili, 2021, 21 (3), 21-34.
Ouria A, Karamzadegan S, Emami S, “Interface properties of a cement coated geocomposite”, Construction and Building Materials, 2021, 266, 121014. https://doi.org/10.1016/j.conbuildmat.2020.121014
Ouria A, Mahmoudi A, “Laboratory and numerical modeling of strip footing on geotextile-reinforced sand with cement-treated interface”, Geotextiles and Geomembranes, 2018, 46 (1), 29-39.
        https://doi.org/10.1016/j.geotexmem.2017.09.003
Ouria A, Mahmoudi A, Sadeghpour H, “Effect of the Geotextile Arrangement on the Bearing Capacity of a Strip Footing”, International Journal of Geosynthetics and Ground Engineering, Springer International Publishing, 2020, 6 (36). https://doi.org/10.1007/s40891-020-00219-w
Ouria A, Sadeghpour H, “Laboratory and numerical simulation of the effect of wraparound anchorage of reinforcements on the bearing capacity of spread footing”, Sharif Journal of Civil Engineering, 2022, 37.2 (4.1), 93-104.
Ouria A, Toufigh V, Desai C, Toufigh V, Saadatmanesh H, “Finite element analysis of a CFRP reinforced retaining wall”, Geomechanics and Engineering, 2016, 10 (6), 757-774.
 https://doi.org/10.12989/gae.2016.10.6.757
Racana N, Grédiac M, Gourvès R, “Pull-out response of corrugated geotextile strips”, Geotextiles and Geomembranes, 2003, 21 (5), 265-288. https://doi.org/10.1016/S0266-1144(03)00031-1
Santos ECG, Palmeira EM, Bathurst RJ, “Behaviour of a geogrid reinforced wall built with recycled construction and demolition waste backfill on a collapsible foundation”, Geotextiles and Geomembranes, Elsevier Ltd, 2013, 39, 9-19.
Savadkoohi MS, Reisi M, “Environmental protection based sustainable development by utilization of granite waste in Reactive Powder Concrete”, Journal of Cleaner Production, 2020, 266, 121973. https://doi.org/10.1016/j.jclepro.2020.121973
Shukla SK, Yin JH, Fundamentals of geosynthetic Engineering, CRC Press, 2006. ISBN 9780415394444
Tavakoli Mehrjardi G, Azizi A, Haji-Azizi A, Asdollafardi G, “Evaluating and improving the construction and demolition waste technical properties to use in road construction”, Transportation Geotechnics, 2020, 23, 100349.
      https://doi.org/10.1016/j.trgeo.2020.100349
Thakur JK, Han J, Pokharel SK, Parsons RL, “Performance of geocell-reinforced recycled asphalt pavement (RAP) bases over weak subgrade under cyclic plate loading”, Geotextiles and Geomembranes, 2012, 35, 14-24.
        https://doi.org/10.1016/j.geotexmem.2012.06.004
Toufigh V, Ouria A, Desai CS, Javid N, Toufigh V, Saadatmanesh H, “Interface behavior between carbon-fiber polymer and sand”, Journal of Testing and Evaluation, 2016, 44 (1), 20140153. https://doi.org/ 10.1520/JTE20140153
Toufigh V, Saeid F, Toufigh V, Ouria A, Desai CS, Saadatmanesh H, “Laboratory study of soil-CFRP interaction using pull-out test”, Geomechanics and Geoengineering, 2014, 9 (3), 208-214. https://doi.org/10.1080/17486025.2013.813650
Vieira CS, Pereira PM, “Use of recycled construction and demolition materials in geotechnical applications: a review”, Resources, Conservation and Recycling, 2015, 103, 192-204.
      https://doi.org/10.1016/j.resconrec.2015.07.023
Vieira CS, Pereira PM, Lopes MDL, “Recycled construction and demolition wastes as filling material for geosynthetic reinforced structures, interface properties”, Journal of Cleaner Production, 2016, 124, 299-311.
            https://doi.org/10.1016/j.jclepro.2016.02.115