WebApr 5, 2024 · As a result, all the material coefficients were found to be described by porosity, drained elastic constants and the Biot–Willis coefficient tensor, which are common to saturated poroelasticity ... WebJul 10, 2024 · Biot coefficient and elastic moduli are typically assumed to have a constant value for analyzing poroelastic effects of fluid injection. To investigate the stress–pore pressure dependency of Biot coefficient and elastic moduli, we conducted a series of laboratory experiments on a porous dolomite core sample from a reef in Michigan basin.
Parameterization of Biot–Willis Effective-Stress Coefficient …
WebFeb 1, 2010 · Chalk develops as a result of diagenesis of pelagic calcareous ooze. In a newly deposited ooze sediment, porosity ranges from 60% to 80% but porosity reduces with burial. We studied how different porosity reduction mechanisms change the strength of these deep sea carbonate-rich sediments and effect Biot's coefficient, β.In calcareous … WebJun 11, 2024 · The Biot–Willis coefficient is assumed constant in space in this formulation. The complex-valued density and wave number are defined as where is the tortuosity (SI unit: 1) or structural form factor (high-frequency limit), is the porosity (SI unit: 1), is the permeability (SI unit: m 2 ) related to the flow resistivity, and is the drained ... simon sebag montefiore books
Biot stress coefficient based on the Biot-Willis …
WebOct 16, 2016 · The Biot-Willis coefficient is a key component associated with the effective stress field, where it represents the proportion of fluid pressure that counteracts the … Webvalid for the fluid related rocks. Therefore, the Biot’s effective stress coefficient was suggested by Biot and Willis in 1957 to modify the effective stress principle and the effective stress principle finally is given by, where αis the Biot’s effective stress coefficient which denotes the ratio of the area occupied by the fluid to WebJan 7, 2024 · A Biot–Willis coefficient is found to significantly influence both the pressure and stress distribution right from the wellbore to the reservoir boundary. Maximum effective stresses have been generated in the vicinity of the wellbore in the reservoir at a high Biot–Willis coefficient of 0.9. Thus, the present work clearly projects that a ... simon seconds landscapes