Compressive and tensile strength of aeolian sand stabilized with porcelain polishing waste and hydrated lime
The improvement of sandy soils by incorporating new stabilizing agents in a physical and/or chemical process has become the subject of many studies in recent decades. In addition, the use of industrial wastes in this process can bring significant benefits to the environment and savings in natural re...
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| Published in | Soils & rocks Vol. 46; no. 1; p. e2023002322 |
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| Main Authors | , , |
| Format | Journal Article |
| Language | English |
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Associação Brasileira de Mecânica dos Solos
01.01.2023
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| Abstract | The improvement of sandy soils by incorporating new stabilizing agents in a physical and/or chemical process has become the subject of many studies in recent decades. In addition, the use of industrial wastes in this process can bring significant benefits to the environment and savings in natural resources. This work aims to evaluate the implications of incorporating porcelain polishing waste (PPW) and hydrated lime on the mechanical properties of an aeolian dune sand from the city of Natal/RN. Tests of unconfined compressive strength and split tensile strength were performed on compacted soil specimens with different contents of PPW (10%, 20% and 30%), hydrated lime (3%, 5% and 7%) and relative densities (25%, 50% and 75%). To evaluate the effects of each factor, the Response Surface Methodology with Central Composite Design was used. The results have shown that all three factors have a positive effect on the response variables. The highest strengths were obtained in regions combining high values of relative density and PPW content and an optimum lime content was found. An inversely proportional correlation and good fit to the experimental data was obtained between the strength values and the porosity/binder index (η / Biv). The strength gains were attributed to densification of the soil structure and cementation of the particles by the compounds formed in the reaction between lime and PPW. The results also showed an increase in the strength with curing time, indicating a pozzolanic activity of the mixtures. |
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| AbstractList | The improvement of sandy soils by incorporating new stabilizing agents in a physical and/or chemical process has become the subject of many studies in recent decades. In addition, the use of industrial wastes in this process can bring significant benefits to the environment and savings in natural resources. This work aims to evaluate the implications of incorporating porcelain polishing waste (PPW) and hydrated lime on the mechanical properties of an aeolian dune sand from the city of Natal/RN. Tests of unconfined compressive strength and split tensile strength were performed on compacted soil specimens with different contents of PPW (10%, 20% and 30%), hydrated lime (3%, 5% and 7%) and relative densities (25%, 50% and 75%). To evaluate the effects of each factor, the Response Surface Methodology with Central Composite Design was used. The results have shown that all three factors have a positive effect on the response variables. The highest strengths were obtained in regions combining high values of relative density and PPW content and an optimum lime content was found. An inversely proportional correlation and good fit to the experimental data was obtained between the strength values and the porosity/binder index (η / Biv). The strength gains were attributed to densification of the soil structure and cementation of the particles by the compounds formed in the reaction between lime and PPW. The results also showed an increase in the strength with curing time, indicating a pozzolanic activity of the mixtures. Abstract The improvement of sandy soils by incorporating new stabilizing agents in a physical and/or chemical process has become the subject of many studies in recent decades. In addition, the use of industrial wastes in this process can bring significant benefits to the environment and savings in natural resources. This work aims to evaluate the implications of incorporating porcelain polishing waste (PPW) and hydrated lime on the mechanical properties of an aeolian dune sand from the city of Natal/RN. Tests of unconfined compressive strength and split tensile strength were performed on compacted soil specimens with different contents of PPW (10%, 20% and 30%), hydrated lime (3%, 5% and 7%) and relative densities (25%, 50% and 75%). To evaluate the effects of each factor, the Response Surface Methodology with Central Composite Design was used. The results have shown that all three factors have a positive effect on the response variables. The highest strengths were obtained in regions combining high values of relative density and PPW content and an optimum lime content was found. An inversely proportional correlation and good fit to the experimental data was obtained between the strength values and the porosity/binder index ( η / B i v). The strength gains were attributed to densification of the soil structure and cementation of the particles by the compounds formed in the reaction between lime and PPW. The results also showed an increase in the strength with curing time, indicating a pozzolanic activity of the mixtures. |
| Author | Santos Júnior, Olavo Silva, José Paiva, William |
| AuthorAffiliation | Universidade Federal de Campina Grande Universidade Estadual da Paraíb Universidade Federal do Rio Grande do Norte |
| AuthorAffiliation_xml | – name: Universidade Federal de Campina Grande – name: Universidade Estadual da Paraíb – name: Universidade Federal do Rio Grande do Norte |
| Author_xml | – sequence: 1 givenname: José orcidid: 0000-0002-8411-9783 surname: Silva fullname: Silva, José – sequence: 2 givenname: Olavo orcidid: 0000-0001-7552-6646 surname: Santos Júnior fullname: Santos Júnior, Olavo – sequence: 3 givenname: William orcidid: 0000-0003-0220-1247 surname: Paiva fullname: Paiva, William |
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| DOI | 10.28927/SR.2023.002322 |
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| Issue | 1 |
| Keywords | Industrial waste Soil stabilization Central composite design Unconfined compressive strength Split tensile strength |
| Language | English |
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| References | Consoli, N.C.; Ferreira, P.M.V.; Tang, C.S.; Marques, S.F.V.; Festugato, L.; Corte, M.B. 2016; 56 Sharma, M.; Satyam, N.; Reddy, K.R. 2021; 25 Atkinson, A.C.; Donev, A.N. 1992 Li, L.G.; Zhuo, Z.Y.; Zhu, J.; Kwan, A.K.H. 2020; 362 Andrew, R.M. 2018; 10 Rogers, C.D.F.; Glendinning, S.; Roff, T.E.J. 1997; 125 Consoli, N.C.; Cruz, R.C.; Floss, M.F. 2011; 23 Correia, A.A.S.; Casaleiro, P.D.F.; Figueiredo, D.T.R.; Moura, M.S.M.R.; Rasteiro, M.G. 2021; 11 Correia, A.A.S.; Venda Oliveira, P.J.; Lemos, L.J.L. 2019; 172 Li, L.G.; Zhuo, Z.Y.; Zhu, J.; Chen, J.J.; Kwan, A.K.H. 2019; 355 Abbasi, N.; Mahdieh, M. 2018; 9 Fontoura, T.B.; Santos Junior, O.F.; Severo, R.N.F.; Coutinho, R.Q.; Souza Junior, P.L. 2021; 44 Consoli, N.C.; Winter, D.; Leon, H.B.; Scheuermann Filho, H.C. 2018; 144 Diambra, A.; Ibraim, E.; Peccin, A.; Consoli, N.C.; Festugato, L. 2017; 143 Bao, X.; Jin, Z.; Cui, H.; Chen, X.; Xie, X. 2019; 120 Wiącek, J.; Molenda, M. 2014; 51 Chang, T.S.; Woods, R.D. 1992; 118 Mahvash, S.; López-Querol, S.; Bahadori-Jahromi, A. 2018; 171 Saxena, S.K.; Lastrico, R.M. 1978; 104 Consoli, N.C.; Festugato, L.; Scheuermann Filho, H.C.; Miguel, G.D.; Tebechrani Neto, A.; Andreghetto, D. 2020; 32 Baldovino, J.J.A.; Izzo, R.L.S.; Pereira, M.D.; Rocha, E.V.G.; Rose, J.L.; Bordignon, V.R. 2020; 32 Venda Oliveira, P.J.; Cabral, D.J.R. 2021 Andreola, F.; Barbieri, L.; Lancellotti, I.; Bignozzi, M.C.; Sandrolini, F. 2010; 7 Rios, S.; Fonseca, A.V.; Consoli, N.C.; Floss, M.; Cristelo, N. 2013; 3 Latifi, N.; Vahedifard, F.; Ghazanfari, E.; Rashid, A.S.A. 2018; 30 Sharma, A.K.; Sivapullaiah, P.V. 2016; 169 Åhnberg, H. 2006 Khajeh, A.; Chenari, R.J.; Payan, M. 2020; 38 Clough, G.W.; Sitar, N.; Bachus, R.C.; Shafii Rad, N. 1981; 107 Consoli, N.C.; Prietto, P.D.M.; Carraro, J.A.H.; Heineck, K.S. 2001; 127 Medeiros, A.G.; Gurgel, M.T.; da Silva, W.G.; de Oliveira, M.P.; Ferreira, R.L.; de Lima, F.J. 2021; 296 Elipe, M.G.M.; López-Querol, S. 2014; 73 Consoli, N.C.; da Silva, A.; Barcelos, A.M.; Festugato, L.; Favretto, F. 2020; 38 Consoli, N.C.; Carretta, M.S.; Festugato, L.; Leon, H.B.; Tomasi, L.F.; Heineck, K.S. 2021; 71 Consoli, N.C.; Leon, H.B.; Carretta, M.S.; Daronco, J.V.L.; Lourenço, D.E. 2019; 59 Mola-Abasi, H.; Shooshpasha, I. 2016; 8 Correia, A.A.S.; Lopes, L.; Reis, M.S. 2020 Jacoby, P.C.; Pelisser, F. 2015; 100 2011 Hoppe Filho, J.; Gobbi, A.; Pereira, E.; Quarcioni, V.A.; Medeiros, M.H.F. 2017; 22 Souza Júnior, P.L.; Santos Junior, O.F.; Fontoura, T.B.; Freitas Neto, O. 2020; 43 Schnaid, F.; Prietto, P.D.M.; Consoli, N.C. 2001; 127 Silvani, C.; Benetti, M.; Consoli, N.C. 2019; 42 German, R.M. 2014; 253 De Matos, P.R.; Jiao, D.; Roberti, F.; Pelisser, F.; Gleize, P.J. 2020; 262 Moon, S.W.; Vinoth, G.; Subramanian, S.; Kim, J.; Ku, T. 2020; 22 Simatupang, M.; Mangalla, L.K.; Edwin, R.S.; Putra, A.A.; Azikin, M.T.; Aswad, N.H.; Mustika, W. 2020; 10 Venda Oliveira, P.J.; Costa, M.S.; Costa, J.N.P.; Nobre, M.F. 2015; 27 Zhang, R.J.; Santoso, A.M.; Tan, T.S.; Phoon, K.K. 2013; 139 Sánchez de Rojas, M.I.; Frías, M.; Sabador, E.; Asensio, E.; Rivera, J.; Medina, C. 2018; 101 Walker, R.; Pavía, S. 2011; 44 Bucci, M.G.; Almond, P.C.; Villamor, P.; Tuttle, M.P.; Stringer, M.; Smith, C.M.S.; Ries, W.; Bourgeois, J.; Loame, R.; Howarth, J.; Watson, M. 2018; 377 Vranna, A.; Tika, T. 2021; 174 Mohamedzein, Y.; Al-Hashmi, A.; Al-Abri, A.; Al-Shereiqi, A. 2019; 172 Jayanthi, P.N.; Singh, D.N. 2016; 5 Vranna, A.; Tika, T. 2020; 146 2021 Breitenbach, S.B. 2013 Consoli, N.C.; Bittar Marin, E.J.; Quiñónez Samaniego, R.A.; Heineck, K.S.; Johann, A.D.R. 2019; 31 De Matos, P.R.; Prudencio Junior, L.R.; de Oliveira, A.L.; Pelisser, F.; Gleize, P.J.P. 2018; 193 Consoli, N.C.; Festugato, L.; da Rocha, C.G.; Cruz, R.C. 2013; 49 2019 Horpibulsuk, S.; Miura, N.; Nagaraj, T.S. 2003; 53 2018 2017 Baldovino, J.J.A.; Izzo, R.L.S.; da Silva, É.R.; Rose, J.L. 2020; 32 Venda Oliveira, P.J.; Rosa, J.A.O. 2020; 24 Rios, S.; Fonseca, A.V.; Baudet, B.A. 2014; 9 2014 Amadi, A.A.; Osu, A.S. 2018; 30 De Matos, P.R.; de Oliveira, A.L.; Pelisser, F.; Prudêncio Junior, L.R. 2018; 175 Jha, J.N.; Gill, K.S.; Choudhary, A.K. 2009; 1 Ribeiro, D.; Néri, R.; Cardoso, R. 2016; 143 |
| References_xml | – volume: 56 start-page: 1082 issue: 6 year: 2016 end-page: 1088 article-title: A unique relationship determining strength of silty/clayey soils-Portland cement mixes publication-title: Soil and Foundation – volume: 44 issue: 1 year: 2021 article-title: Unconfined compression strength of an artificially cemented aeolian dune sand of Natal/Brazil publication-title: Soils and Rocks – year: 2019 publication-title: Porfólio Anfacer 2019 – volume: 139 start-page: 2170 issue: 12 year: 2013 end-page: 2181 article-title: Strength of high water-content marine clay stabilized by low amount of cement publication-title: Journal of Geotechnical and Geoenvironmental Engineering – volume: 73 start-page: 728 year: 2014 end-page: 739 article-title: Aeolian sands: Characterization, options of improvement and possible employment in construction-The State-of-the-art publication-title: Construction & Building Materials – volume: 9 start-page: 1 issue: 1 year: 2018 end-page: 12 article-title: Improvement of geotechnical properties of silty sand soils using natural pozzolan and lime publication-title: International Journal of Geo-Engineering – year: 2013 publication-title: Desenvolvimento de argamassa para restauração utilizando resíduo do polimento do porcelanato – volume: 172 start-page: 218 issue: 3 year: 2019 end-page: 227 article-title: Strength assessment of chemically stabilised soft soils. Proc. of the Institution of Civil Engineers - publication-title: Geotechnical Engineering – volume: 9 start-page: 215 issue: 2 year: 2014 end-page: 226 article-title: On the shearing behaviour of an artificially cemented soil publication-title: Acta Geotechnica – volume: 11 start-page: 8754 issue: 18 year: 2021 article-title: Key-parameters in chemical stabilization of soils with multiwall carbon nanotubes publication-title: Applied Sciences (Basel, Switzerland) – volume: 104 start-page: 1449 issue: 12 year: 1978 end-page: 1465 article-title: Static properties of lightly cemented sand publication-title: Journal of the Geotechnical Engineering Division – volume: 172 start-page: 76 issue: 2 year: 2019 end-page: 84 article-title: Polymers for stabilisation of Wahiba dune sands, Oman. Proc. of the Institution of Civil Engineers - publication-title: Ground Improvement – year: 2014 publication-title: Pozzolanic materials - Requirements – volume: 31 issue: 2 year: 2019 article-title: Use of sustainable binders in soil stabilization publication-title: Journal of Materials in Civil Engineering – volume: 10 start-page: 132 issue: 4 year: 2020 article-title: The mechanical properties of fly-ash-stabilized sands publication-title: Geosciences – volume: 49 start-page: 591 year: 2013 end-page: 597 article-title: Key parameters for strength control of rammed sand-cement mixtures: influence of types of portland cement publication-title: Construction & Building Materials – volume: 100 start-page: 84 year: 2015 end-page: 88 article-title: Pozzolanic effect of porcelain polishing residue in Portland cement publication-title: Journal of Cleaner Production – volume: 171 start-page: 82 issue: 2 year: 2018 end-page: 95 article-title: Effect of fly ash on the bearing capacity of tabilized fine sand. Proc. of the Institution of Civil Engineers - publication-title: Ground Improvement – volume: 3 start-page: 130 issue: 3 year: 2013 end-page: 136 article-title: Influence of grain size and mineralogy on the porosity/cement ratio publication-title: Géotechnique Letters – year: 2017 publication-title: Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens – volume: 127 start-page: 774 issue: 9 year: 2001 end-page: 782 article-title: Behavior of compacted soil-fly ash-carbide lime mixtures publication-title: Journal of Geotechnical and Geoenvironmental Engineering – volume: 8 start-page: 746 issue: 5 year: 2016 end-page: 752 article-title: Influence of zeolite and cement additions on mechanical behavior of sandy soil publication-title: Journal of Rock Mechanics and Geotechnical Engineering – volume: 143 start-page: 59 year: 2016 end-page: 66 article-title: Influence of water content in the UCS of soil-cement mixtures for different cement dosages publication-title: Procedia Engineering – volume: 38 start-page: 713 issue: 1 year: 2020 end-page: 722 article-title: Porosity/cement index controlling flexural tensile strength of artificially cemented soils in Brazil publication-title: Geotechnical and Geological Engineering – volume: 42 start-page: 83 issue: 1 year: 2019 end-page: 89 article-title: Maximum tensile strength of sand-coal fly ash-lime blends for varying curing period and temperature publication-title: Soils and Rocks – volume: 44 start-page: 1139 issue: 6 year: 2011 end-page: 1150 article-title: Physical properties and reactivity of pozzolans, and their influence on the properties of lime-pozzolan pastes publication-title: Materials and Structures – volume: 10 start-page: 195 issue: 1 year: 2018 end-page: 217 article-title: Global CO2 emissions from cement production publication-title: Earth System Science Data – volume: 51 start-page: 4189 issue: 25-26 year: 2014 end-page: 4195 article-title: Effect of particle size distribution on micro-and macromechanical response of granular packings under compression publication-title: International Journal of Solids and Structures – year: 2020 article-title: Advanced predictive modelling applied to the chemical stabilisation of soft soils. Proc. of the Institution of Civil Engineers - publication-title: Geotechnical Engineering – volume: 7 start-page: 546 issue: 4 year: 2010 end-page: 555 article-title: New blended cement from polishing and glazing ceramic sludge publication-title: International Journal of Applied Ceramic Technology – volume: 32 issue: 5 year: 2020 article-title: Sustainable use of recycled-glass powder in soil stabilization publication-title: Journal of Materials in Civil Engineering – volume: 296 year: 2021 article-title: Evaluation of the mechanical and durability properties of eco-efficient concretes produced with porcelain polishing and scheelite wastes publication-title: Construction & Building Materials – volume: 32 issue: 1 year: 2020 article-title: Equations controlling tensile and compressive strength ratio of sedimentary soil-cement mixtures under optimal compaction conditions publication-title: Journal of Materials in Civil Engineering – volume: 30 issue: 6 year: 2018 article-title: Sustainable usage of calcium carbide residue for stabilization of clays publication-title: Journal of Materials in Civil Engineering – volume: 355 start-page: 119 year: 2019 end-page: 126 article-title: Reutilizing ceramic polishing waste as powder filler in mortar to reduce cement content by 33% and increase strength by 85% publication-title: Powder Technology – volume: 24 year: 2020 article-title: Confined and unconfined behavior of a silty sand improved by the enzymatic biocementation method publication-title: Transportation Geotechnics – volume: 71 start-page: 480 issue: 6 year: 2021 end-page: 493 article-title: Ground waste glass-carbide lime as a sustainable binder stabilising three different silica sands publication-title: Geotechnique – year: 1992 publication-title: Optimum experimental designs. – volume: 107 start-page: 799 issue: 6 year: 1981 end-page: 817 article-title: Cemented sands under static loading publication-title: Journal of Geotechnical Engineering – volume: 120 start-page: 273 year: 2019 end-page: 291 article-title: Soil liquefaction mitigation in geotechnical engineering: an overview of recently developed methods publication-title: Soil Dynamics and Earthquake Engineering – year: 2018 publication-title: Concrete - Compression test of cylindrical specimens – volume: 1 start-page: 105 issue: 2 year: 2009 end-page: 128 article-title: Effect of high fraction class F flyash on lime stabilization of soil publication-title: International Journal of Geotechnics and Environment – volume: 143 issue: 5 year: 2017 article-title: Theoretical derivation of artificially cemented granular soil strength publication-title: Journal of Geotechnical and Geoenvironmental Engineering – volume: 125 start-page: 242 issue: 4 year: 1997 end-page: 249 article-title: Lime modification of clay soils for construction expediency publication-title: Proc. of the Institution of Civil Engineers - Geotechnical Engineering – volume: 118 start-page: 1216 issue: 8 year: 1992 end-page: 1233 article-title: Effect of particle contact bond on shear modulus publication-title: Journal of Geotechnical Engineering – volume: 144 issue: 9 year: 2018 article-title: Durability, strength, and stiffness of green stabilized sand publication-title: Journal of Geotechnical and Geoenvironmental Engineering – volume: 253 start-page: 368 year: 2014 end-page: 376 article-title: Coordination number changes during powder densification publication-title: Powder Technology – year: 2006 publication-title: Strength of stabilised soil - a laboratory study on clays and organic soils stabilised with different types of binder – volume: 22 start-page: 1 issue: 1 year: 2020 end-page: 13 article-title: Effect of fine particles on strength and stiffness of cement treated sand publication-title: Granular Matter – year: 2021 publication-title: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens – volume: 174 start-page: 240 issue: 4 year: 2021 end-page: 251 article-title: Laboratory improvement of liquefiable sand by colloidal silica and weak cementation. publication-title: Proceedings of the Institution of Civil Engineers - Ground Improvement – volume: 362 start-page: 149 year: 2020 end-page: 156 article-title: Adding ceramic polishing waste as paste substitute to improve sulphate and shrinkage resistances of mortar publication-title: Powder Technology – volume: 101 start-page: 2028 issue: 5 year: 2018 end-page: 2037 article-title: Use of ceramic industry milling and glazing waste as an active addition in cement publication-title: Journal of the American Ceramic Society – year: 2021 article-title: Behaviour of a silty sand stabilized with xanthan gum under unconfined and confined conditions publication-title: Proceedings of the Institution of Civil Engineers - Ground Improvement – volume: 53 start-page: 439 issue: 4 year: 2003 end-page: 444 article-title: Assessment of strength development in cement-admixed high water content clays with Abrams’ law as a basis publication-title: Geotechnique – volume: 25 issue: 1 year: 2021 article-title: State of the art review of emerging and biogeotechnical methods for liquefaction mitigation in sands publication-title: Journal of Hazardous, Toxic and Radioactive Waste – volume: 127 start-page: 857 issue: 10 year: 2001 end-page: 868 article-title: Characterization of cemented sand in triaxial compression publication-title: Journal of Geotechnical and Geoenvironmental Engineering – volume: 27 issue: 1 year: 2015 article-title: Comparison of the ability of two bacteria to improve the behaviour of a sandy soil publication-title: Journal of Materials in Civil Engineering – volume: 32 issue: 8 year: 2020 article-title: Durability assessment of soil-pozzolan-lime blends through ultrasonic-pulse velocity test publication-title: Journal of Materials in Civil Engineering – volume: 43 start-page: 263 issue: 2 year: 2020 end-page: 270 article-title: Drained and undrained behavior of an aeolian sand from Natal, Brazil publication-title: Soils and Rocks – volume: 193 start-page: 623 year: 2018 end-page: 630 article-title: Use of porcelain polishing residue as a supplementary tabilizeds material in self-compacting concrete publication-title: Construction & Building Materials – volume: 22 issue: 3 year: 2017 article-title: Pozzolanic activity of mineral additions to Portland cement (Part I): pozzolanic activity index with lime (PAI), X-ray diffraction (XRD), thermogravimetry (TG/DTG) and modified Chapelle publication-title: Matéria (Rio de Janeiro) – volume: 38 start-page: 1019 issue: 2 year: 2020 end-page: 1040 article-title: A simple review of cemented non-conventional materials: soil composites publication-title: Geotechnical and Geological Engineering – volume: 175 start-page: 508 year: 2018 end-page: 518 article-title: Rheological behavior of Portland cement pastes and self-compacting concretes containing porcelain polishing residue publication-title: Construction & Building Materials – volume: 262 year: 2020 article-title: Rheological and hydration behaviour of cement pastes containing porcelain polishing residue and different water-reducing admixtures publication-title: Construction & Building Materials – volume: 30 start-page: 305 issue: 4 year: 2018 end-page: 312 article-title: Effect of curing time on strength development in black cotton soil-Quarry fines composite stabilized with cement kiln dust (CKD) publication-title: Journal of King Saud University-Engineering Sciences – year: 2011 publication-title: Concrete and mortar - Determination of the tension strength by diametrical compression of cylindrical test specimens – volume: 59 start-page: 1428 issue: 5 year: 2019 end-page: 1439 article-title: The effects of curing time and temperature on stiffness, strength and durability of sand-environment friendly binder blends publication-title: Soil and Foundation – volume: 377 start-page: 17 year: 2018 end-page: 33 article-title: Controls on patterns of liquefaction in a coastal dune environment, Christchurch, New Zealand publication-title: Sedimentary Geology – volume: 146 issue: 5 year: 2020 article-title: Undrained monotonic and cyclic response of weakly cemented sand publication-title: Journal of Geotechnical and Geoenvironmental Engineering – volume: 5 start-page: 46 issue: 1 year: 2016 end-page: 79 article-title: Utilization of sustainable materials for soil stabilization: state-of-the-art publication-title: Advances in Civil Engineering Materials – volume: 169 start-page: 194 issue: 3 year: 2016 end-page: 205 article-title: Strength development in fly ash and slag mixtures with lime. Proc. of the Institution of Civil Engineers - publication-title: Ground Improvement – volume: 23 start-page: 692 issue: 5 year: 2011 end-page: 696 article-title: Variables controlling strength of artificially cemented sand: influence of curing time publication-title: Journal of Materials in Civil Engineering |
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