Structure dependent changes in pore water pressure due to stress application and consequences on the effective stress

• Published in: Soil & tillage research Vol. 231; p. 105719
• Main Authors: Horn, R., Fleige, H., Mordhorst, A., Dörner, J.
• Format: Journal Article
• Language: English
• Published: Elsevier B.V 01.07.2023
• Subjects: Effective stress; Pore water pressure; Precompression stress; Soil compaction; χ-factor; χ-factor; Pore water pressure; Effective stress; Precompression stress; Soil compaction
• ISSN: 0167-1987; 1879-3444
• DOI: 10.1016/j.still.2023.105719

Divergent processes in soils affect the pore systems and alter hydraulic, gaseous and thermal fluxes as soon as the internal soil strength (= the precompression stress) is exceeded. Especially the intense changes of the hydraulic flux properties during soil deformation result in retarded soil settlement due to their dependency on time and stress dependent changes in pore water pressure as well as the water saturation degree. These processes depend besides on texture and bulk density especially on aggregation level, but the linkage between changes in effective stress and soil structure in various soil horizons defined by the precompression stress is still not analyzed and is therefore subject of this investigation. In this study, stress strain and pore water pressure data from almost 900 (predrained to −60 hPa) samples from arable top- and subsoil horizons subjected to oedometer compaction tests are evaluated. Among others, hydraulic stress parameters like the effective stress and χ-factor are calculated and linked to the precompression stress values. Results are presented for 6 differently aggregated soil horizons. Ap horizons with a very weak soil structure document no defined soil rigidity due to a reduced functionality of the pore systems and a stress dependent weakening, while especially the soil deformation behavior of sandy Bw horizons is less controlled by the precompression stress and the calculated effective stresses. The E and Bg horizons indicate anthropogenic impacts on structure properties and the related stress-strain behavior. While it could be documented that the enhanced strain coincides with an increase in the calculated χ-factor, it does not coincide in correspondingly enhanced effective stresses due to the non- equilibrated pore water pressure even after 45 h of increasing stress application. We conclude that further investigations are needed to quantify the highly dynamic interactions between the stress dependent hydraulic conductivity / pore water pressure ratio and the impact on the stress affected pore water pressure reequilibration. Furthermore, the contribution of the sorptive potential in soils with more negative initial matric potential on these changes would elucidate also the physico chemical impacts on soil strength more clearly especially under drier soil conditions. •The changes in pore water pressure due to stress application are time dependent.•The χ-factor increases in the virgin compression stress range.•Changes of the effective stress are the more pronounced the weaker the soil.•The hydraulic conductivity affects strain and causes strength decrease or increase.