Abstract
By using the simulated software FLAC3D, triaxial creep simulation experiments are conducted on soft and hard interbedded rock bodies under different stress levels and loading paths, and the effects of stress state and loading method on the time-dependent characteristics of soft and hard interbedded rock bodies are studied. The established model is analyzed with the method of 3-D visco-elasto-plastic numerical simulation. The results have shown that under the same stress level the deformation and volumes of plastic zone of rock mass will expand when the amounts of soft rock layers increase or the gradient of soft rock layers is steeper.
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.
