- Research Article
- 10.1088/1755-1315/1523/1/012010
Numerical Modelling of In Situ Stresses to Investigate the Initiation of Spreads in Sensitive Clay
- Jul 01, 2025
- IOP Conference Series: Earth and Environmental Science
- A Kirstein + 4 more +4
Abstract Spreads are a type of landslide in sensitive clay, characterized by horsts and grabens that develop over long, quasi-horizontal shear band due to strain-softening and progressive failure. It is not yet understood what causes the initiation of the horizontal shear band, nor why its direction of propagation is approximately horizontal. The paper suggests that initiation of a horizontal shear band is more likely in deposits that have a high capacity for horizontal unloading in the overlying soil mass without mobilizing active failure relative to the direct simple shear undrained shear strength along the potential shear band. Using the 1994 spread at Sainte-Monique-de-Nicolet, two parametric studies are described studying the influence of various soil strength parameters on the ratio of available horizontal unloading to direct simple shear strength as well as the influence of this ratio on mobilized stresses following a horizontal unloading. The results of a recent phase of geotechnical investigation, used to identify soil input parameters, are described.
Read more