Pressuremeter test in unsaturated soils: a numerical study

The paper presents a numerical analysis of pressuremeter test in unsaturated cohesive soils. In practice, pressuremeter is commonly expanded up to 10–15% cavity strains. At these strains, limit pressure is not usually reached, and its value is estimated by extrapolation. Accordingly, authors suggest using cavity pressure at 10% strain ( P 10 ) for the interpretation of pressuremeter test rather than limit pressure. At this strain, it is also assured that plastic strain occurs around the cavity, which is crucial for the interpretations. In unsaturated soils, the moisture at which a soil is tested has a noticeable influence on the pressuremeter cavity pressure, and consequently, on the magnitude of P 10 . In this paper, unsaturated soil behaviour has been captured by Barcelona basic model (BBM), and the influence of each BBM parameter on the P 10 value is explored. Next, relative weight analysis technique is performed to investigate the relative importance of BBM parameters in prediction of P 10 . Artificial intelligence technique of genetic programming is used to develop a relationship to predict the P 10 value in unsaturated soils from BBM parameters. Finally, the application of the proposed equation is shown through illustrative examples.