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Jet Grouting is widely used in the global geotechnical market and is a well-known technology: notwithstanding, it does remain a state-of-the-art technique, a useful tool at the disposal of Geotechnical Engineers and Site Managers and there is still scope for improvement both in construction practice and design. This thesis focuses on two crucial themes required for quality control: (i) the diameter of the Jet Grouting elements and (ii) the achieved strength of its body. First, the method isdoi:10.25560/23836 fatcat:naqshpininhvvoddb3bnulyw64