Little, D.N., Scullion, T.K.P.B.J., Identification of the structural benefits of base and subgrade stabilization. Res. Rep. 1287-2F. 1994, Texas Transp. Inst.
Puppala, A., Mohammad, L., Allen, A., Engineering behavior of lime-treated Louisiana subgrade soil. Transp Res Rec 1546 (1996), 24–31, 10.3141/1546-03.
Gomes Correia, A., Winter, M.G., Puppala, A.J., A review of sustainable approaches in transport infrastructure geotechnics. Transp Geotech, 7, 2016, 10.1016/j.trgeo.2016.03.003.
Jauberthie, R., Rendell, F., Rangeard, D., Molez, L., Stabilisation of estuarine silt with lime and/or cement. Appl Clay Sci 50 (2010), 395–400, 10.1016/j.clay.2010.09.004.
Verbrugge, J.-C., De Bel, R., Correia, A.G., Duvigneaud, P.-H., Herrier, G., Strength and micro observations on a lime treated silty soil. Road mater. new innov. pavement eng., 2011, American Society of Civil Engineers, Reston, VA, 89–96, 10.1061/47634(413)12.
De Bel, R., Gomes Correia, A., Duvigneaud, P.-H., Francois, B., Herrier, G., Verbrugge, J.-C., Long-term mechanical and physico-chemical evolution of silty soil treated with lime. Colloq TerDOUEST 2013, 2013.
Bell, F.G., Lime stabilization of clay minerals and soils. Eng Geol 42 (1996), 223–237, 10.1016/0013-7952(96)00028-2.
Al-Mukhtar, M., Khattab, S., Alcover, J.-F., Microstructure and geotechnical properties of lime-treated expansive clayey soil. Eng Geol 139–140 (2012), 17–27, 10.1016/j.enggeo.2012.04.004.
Okyay, U.S., Dias, D., Use of lime and cement treated soils as pile supported load transfer platform. Eng Geol 114 (2010), 34–44, 10.1016/j.enggeo.2010.03.008.
Lemaire, K., Deneele, D., Bonnet, S., Legret, M., Effects of lime and cement treatment on the physicochemical, microstructural and mechanical characteristics of a plastic silt. Eng Geol 166 (2013), 255–261, 10.1016/j.enggeo.2013.09.012.
Negawo, W.J., Di Emidio, G., Bezuijen, A., Verastegui Flores, R.D., François, B., Lime-stabilisation of high plasticity swelling clay from Ethiopia. Eur J Environ Civ Eng, 2017, 10.1080/19648189.2017.1304272.
Rajasekaran, G., Sulphate attack and ettringite formation in the lime and cement stabilized marine clays. Ocean Eng 32 (2005), 1133–1159, 10.1016/j.oceaneng.2004.08.012.
Millogo, Y., Hajjaji, M., Ouedraogo, R., Microstructure and physical properties of lime-clayey adobe bricks. Constr Build Mater 22 (2008), 2386–2392, 10.1016/j.conbuildmat.2007.09.002.
ASTM-C593-06, Standard specification for fly ash and other pozzolans for use with lime for soil stabilization. Am Soc Test Mater 06 (2011), 1–5, 10.1520/C0593-06R11.
Azenha, M., Ramos, L.F., Aguilar, R., Granja, J.L., Continuous monitoring of concrete E-modulus since casting based on modal identification: a case study for in situ application. Cem Concr Compos 34 (2012), 881–890, 10.1016/j.cemconcomp.2012.04.004.
Azenha, M., Ferreira, C., Silva, J., Correia, A.G., Aguilar, R., Ramos, L.F., Continuous stiffness monitoring of cemented sand through resonant frequency. Emerg. technol. mater. des. rehabil. insp. roadw. pavements, 2011, American Society of Civil Engineers, Reston, VA, 174–183, 10.1061/47629(408)22.
Silva, J., Azenha, M., Correia, A.G., Ferreira, C., Continuous stiffness assessment of cement-stabilised soils from early age. Géotechnique 63 (2013), 1419–1432, 10.1680/geot.13.P.021.
Silva, J., Azenha, M., Correia, A.G., Granja, J., Continuous monitoring of sand-cement stiffness starting from layer compaction with a resonant frequency-based method: issues on mould geometry and sampling. Soils Found, 54, 2014, 10.1016/j.sandf.2013.12.006.
Azenha, M., Silva, J., Granja, J., Gomes-Correia, A., A retrospective view of EMM-ARM: application to quality control in soil-improvement and complementary developments. Procedia Eng, 143, 2016, 10.1016/j.proeng.2016.06.043.
Correia, A.G., Evaluation of mechanical properties of unbound granular materials for pavements and rail tracks. Gomes Correia, A., Loizos, A., (eds.) Geotech. pavement railw. des. constr., 2004, Millpress, Rotterdam, 35–60.
Gomes Correia, A., Reis Ferreira, S.M., Faria, Araújo N., Precision triaxial tests to determine deformability characteristics [in Portuguese]. 10 Congr. Nac. Geotec., vol. 2, 2006, Sociedade Portuguesa de Geotecnia, Lisbon, 317–326.
Gomes Correia, A., Martins, J., Caldeira, L., Maranha das Neves, E., Delgado, J., Comparison of in situ performance-based tests methods to evaluate moduli of railway embankments. Bearing Capacity of Roads, Railways and Airfields. Al-Qadi, T., (eds.) 8th Int. conf., vol. 1, 2009, Taylor & Francis Group, Unversity of Illinois, Champaign, Illinois, USA, 1331–1340.
Biarez, J., Gomes Correia, A., Lopez-Caballero, F., From very small strains to failure. Deform. charact. geomaterials recent investig. prospect., 2005, 125–141.
Amaral, M.F., Viana da Fonseca, A., Arroyo, M., Cascante, G., Carvalho, J., Compression and shear wave propagation in cemented-sand. Géotech Lett 1 (2011), 79–84., 10.1680/geolett.11.00032.
Silva, J., Azenha, M., Correia, A.G., Ferreira, C., Continuous stiffness assessment of cement-stabilised soils from early age. Geotechnique, 63, 2013, 10.1680/geot.13.P.021.
Rigol. DG2041A-Arbitrary Waveform Function Generator; 2014. http://www.rigolna.com/products/waveform-generators/dg2000/dg2041a/.
TeledyneLecroy. WaveRunner Xi – A Series 2014; 2014. http://cdn.teledynelecroy.com/files/pdf/waverunner_xi-a_datasheet.pdf.
Akaike, H., Information theory as an extension of the maximum likelihood principle. Second int symp inf theory, 1973, 267–281.
Welch, P., The use of fast Fourier transform for the estimation of power spectra: a method based on time averaging over short modified periodograms. IEEE Trans Audio Electro-Acoust 15 (1967), 70–73, 10.1109/tau.1967.1161901.
Azenha, M., Magalhães, F., Faria, R., Ramos, L., Cunha, Á., Mesurement of concrete E-modulus evolution since casting: a novel method based on ambient vibration. Cem Concret Res 40 (2010), 1096–1105.
Schindler, A.K., Folliard, K.J., Heat of hydration models for cementitious materials. ACI Mater J 101 (2005), 24–33.
Chitambira, B., Al-Tabbaa, A., Perera, A.S.R., Yu, X.D., The activation energy of stabilised/solidified contaminated soils. J Hazard Mater 141 (2007), 422–429, 10.1016/j.jhazmat.2006.05.080.
Freiesleben Hansen, P., Pedersen, J., Maturity computer for controlled curing and hardening of concrete. Nord Betong 1 (1977), 19–34.
AFNOR. NF P 94-051 – Determination des Limites d'Atterberg; 1993.
AFNOR. NF P 94-093 – Sols: Reconnaissance et essais – Détermination des références de compactage d'un matériau – Essai Proctor Normal – Essai Proctor modifié; 1999.
CEN. EN 459-1 – Building lime – part 1: definitions, specifications and conformity criteria; 2010.
Rostásy F, Gutsch A, Krauß M. Computation of stresses and cracking criteria for early age concrete – methods of iBMB; 2001.
Geoffroy, J.-M., Résultats et recommandations du projet national Calibé – La maîtrise de la qualité du béton. 2004, Presses des Ponts et Chaussées, Paris.
Azenha, M., Numerical simulation of the structural behaviour of concrete since its early ages. [Ph.D. Thesis], 2009, Faculty of Engineering of the University of Porto.