1. Strength of sandy and clayey soils cemented with single and double fluid jet grouting
- Author
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Valeria Daniele, Erminio Salvatore, Shen Shui-long, Luca Pingue, Cristina Mascolo Maria, Giuseppe Modoni, Lidia Wanik, and Joanna Bzówka
- Subjects
Cement ,021110 strategic, defence & security studies ,Jet (fluid) ,Materials science ,Jet grouting ,Scanning electron microscope ,Carbonation ,Grout ,0211 other engineering and technologies ,Uniaxial compressive strength ,Sand ,Clay ,Mineralogy ,02 engineering and technology ,engineering.material ,Geotechnical Engineering and Engineering Geology ,Portlandite ,Differential thermal analysis ,engineering ,Cementitious ,Composite material ,021101 geological & geomatics engineering ,Civil and Structural Engineering - Abstract
Innovations in jet grouting technology have primarily focused on the cutting efficiency of the jets, with the aim of creating larger columns and increasing the productivity of construction sites. Relatively little attention has been paid to the consequences of the grouting system on the mechanical properties of the formed material. This paper investigates this aspect by analysing the results of two field trials carried out in both sandy and clayey soils, where single and double fluid jet grouting were simultaneously performed, with varied grout composition and injection parameters. Parallel uniaxial compressive tests on samples cored from the columns show that the material formed with the double system is systematically lower in strength than the material formed using the single fluid system. The mineralogical composition of samples cored from the columns was analysed by performing parallel Scanning Electron Microscopy (SEM), X-ray diffraction analysis (XRD), Differential Thermal Analysis (DTA) and Thermo-Gravimetric Analyses (TGA) to determine the reasons for this difference. A lower proportion of cementitious products, an accelerated carbonation of portlandite and a less homogeneous distribution of cement hydration products was found on the surface of the soil particles of the double samples than for the single fluid columns.
- Published
- 2019