V. E. Price’s research while affiliated with City, University of London and other places

... The SLOPE/W module uses the limit equilibrium method to calculate the stability of the slope (Piciullo et al. 2022). There are many methods for calculating the stability coefficient, and this study mainly uses the Morgenstern-Price method (Price and Morgenstern 1968). ...

Reference:

Emergency treatment effect evaluation of rear-slope cutting and front-slope pressing on a hydrodynamic pressure landslide: a case study of the Shuping landslide in the Three Gorges Reservoir Area

... The total volume of the embankment is estimated to the value V = 15,500 m 3 , following that the embankment will be of a truncated pyramidal shape with radii 17.25 and 28.95 and considering that the initial embankment will shrink during the construction phase. Subsequently, the factor of safety methodologies for static and seismic loads after uniformly distributed loads to soils proposed by Bishop 1955 [48], Janbu simplified 1967 [49], Spencer 1967 [50], Lowe et Karafiath 1960 [51], and GLE-Morgenstern-Price 1967 [52] are implemented. Since the embankment has a short period of life, a factor of safety just a little greater than 1 for peak ground acceleration (the 50% of the design peak ground acceleration for the functional time a g = 0.16 g) is acceptable. ...

Reference:

The Design of Tanks’ Settlement and Onshore Pipelines to Withstand Earthquake-Induced Geohazards and Difficult Site Conditions: Its Application in the Region of Kalochori, Thessaloniki, Greece