Abstract
The problems of underground fluid mechanics devoted to the motion of fluids in pores and cracks of rocks are of interest due to the exploitation of oil fields as well as in the case of long-term water pumping to provide the urban population with water or because of land drainage prior to construction. One of the parameters that affects the stress-strain state of fluid-saturated rock massifs is the pore pressure transfer coefficient used to specify a part of pore pressure transferred to a rock. In this paper a theoretical method for determining this coefficient is developed using the averaging method. This technique is illustrated by means of its finite-element implementation. A dependence of this coefficient on the soil porosity and pore shape as well as on the elastic properties of a rock is analyzed.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
