@article{Radhi Alzubaidi_2021, title={VARIATIONS IN PRESSUREMETER MODULUS (EM)}, volume={10}, url={https://geomatejournal.com/geomate/article/view/2010}, abstractNote={<p>The modulus EM is frequently used in the design of foundations to estimate the displacement of<br>geotechnical structures, for loaded foundations, flexible earth retaining structures, and even as a first assessment for <br>embankment lying on compressible soil. One of the main parameters that interpreted from Menard Pressuremeter<br>test is the elastic modulus. Different methods been used to explore the values of EM from pressuremeter tests, in the <br>present paper three methods utilized to interpret the pressuremeter tests modulus that conducted in a site in Abu <br>Dhabi. The methods showed great discrepancies in the deduced values of the elastic modulus for the same tests. The <br>differences in the results may reach to 80%, the present study also suggested a reliable method of analysis for the <br>pressuremeter modulus.</p>}, number={19}, journal={GEOMATE Journal}, author={Radhi Alzubaidi}, year={2021}, month={Nov.}, pages={1675–1679} }