Microstructure and poro-mechanical performance of Haubourdin chalk

• Published in: International journal of rock mechanics and mining sciences (Oxford, England : 1997) England : 1997), 2013-02, Vol.58, p.149-165
• Main Authors: Nadah, Jaouad, Bignonnet, F., Davy, C.A., Skoczylas, F., Troadec, D., Bakowski, S.
• Format: Article
• Language: English
• Subjects: Aggregates; Applied sciences; Buildings. Public works; Calcium carbonate; Chalk; Civil Engineering; Engineering Sciences; Exact sciences and technology; Geotechnics; Heat treatment; Mechanical performance; Microstructure; Poro-mechanics; Roads; Saturation; Scanning electron microscopy; Soil investigations. Testing; Water saturation
• ISSN: 1365-1609; 1873-4545
• DOI: 10.1016/j.ijrmms.2012.11.001

Large chalk deposits are to be found in the North of France, and, as a result, developing chalk as a load-bearing aggregate is considered by French road building companies. Due to its limited mechanical performance, chalk is subjected to a medium heat treatment process (up to 500°C). In this context, microstructure and poro-mechanical performance of Haubourdin chalk are characterized before and after heat treatment. The investigation of the so-called water weakening effect is associated to that of heat-treatment, mainly to show to what extent the strength of Haubourdin chalk decreases at a given water saturation state, prior to or after heat-treatment. In terms of microstructure analysis, SEM and FIB/SEM observations show the initial weak cementation of Haubourdin chalk, in direct relation with its moderate mechanical performance. After heat treatment, minor re-crystallisation of calcium carbonate is observed, which should be confirmed further. The specific behavior of Haubourdin chalk is highlighted under partial water saturation and after heat treatment, by using uniaxial compressive tests, and triaxial drained and undrained compressive tests. Pore collapse is quantified directly under increasing hydrostatic stress by measuring coupled gas permeability and porosity change. A heat-hardening effect is identified, which is counter-balanced by the water-weakening effect. The latter makes natural Haubourdin chalk unsuitable as load-bearing road aggregate, without further binding matter. ► Haubourdin chalk has undergone very limited diagenesis processes. This is confirmed by its high Biot coefficient of 0.88, consistent with the literature. ► At 100% saturation, Haubourdin chalk loses up to 45% of its reference dry strength (water weakening effect). ► After 500°C heat-treatment, uniaxial compressive strength increases significantly, by 47.6% (heat hardening effect). This is lost after a small 1.5% re-saturation. ► Pore collapse under hydrostatic stress is identified at 20MPa (dry reference state): it is affected by water weakening, and improved by heat hardening.