particle flow code
در نشریات گروه مهندسی معدن-
One of the most important issues in geotechnical studies is bearing capacity. It is also defined as the resistance when the maximum pressure is exerted from the footing to the foundation without creating shear failure therein. Since earing capacity is highly correlated with the stability of surface and subsurface structures, researchers have become interested in this subject. The area and geometry impacts on the footing are considered as the two important issues in this regard. In this research, a numerical model based on particle flow code was used in PFC3D software. To do experiments in numerical models, two triple-facet footings were utilized in square, rectangular and circular geometric shapes. Furthermore, these footings held a total area of 64 cm2 and other series included a full area of 49 cm2. In the modeling, the mechanical properties of granite were put into practice and the results of the numerical tests were scrutinized, as well. As a result, it was ascertained that the bearing capacity depends on both the footing geometry and the footing area.Keywords: Bearing capacity, Footing geometry, Foundation, Shear failure mechanism, Particle flow code
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In this research work, a 3D numerical modeling technique is proposed based on the 3D particle flow code in order to investigate the failure mechanism of rock foundations. Two series of footings with different geometries and areas are considered in this work. The failure mechanism obtained is similar to that of the Terzaghi’s but there is a negligible difference in between. Lastly, one equation is presented to calculate the bearing capacity based on the results achieved from the numerical model and the Mohr-Coulomb theory. The sensitivity analyses are performed on the friction angle, cohesion, and footing width. The results obtained are compared with the corresponding results given by the equations given by Terzaghi and Meyerhof. This comparison demonstrates a good agreement between them. In the friction angle sensitive analysis, the amounts of the bearing capacity diagram are very close to Meyerhof’s, which overlap with each other.
Keywords: bearing capacity, Rock foundations, Shear failure mechanism, Particle Flow Code -
Numerical assessment of influence of confining stress on Kaiser effect using distinct element methodNowadays acoustic emission (AE) testing based on the Kaiser Effect (KE) is increasingly used to estimate the in-situ stress in laboratories. In this work, this effect is assessed on cylindrical specimens in numerical simulations of the cyclic loadings including loading, unloading, and re-loading cycles using a 3D code called the particle flow code (PFC) based upon the distinct element method. To achieve this objective, at first, the numerical model is calibrated using a laboratory test performed on the selected sandstone specimens. The results obtained show that PFC and the distinct element code are useful tools used to investigate the damage and KE of a brittle rock. Also the results obtained by the triaxial modeling show that a combination of triaxial loading stresses change the results of uniaxial loading. Further, KE is influenced under confining stresses so that larger confining stresses lead to greater differences between the KE stress during the uniaxial and pre-stress loadings.Keywords: Kaiser Effect, Confining Stress, Numerical Modeling, Rock, Particle Flow Code
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در این تحقیق با استفاده از روش اجزای مجزا تاثیر نسبت مقاومت کششی به فشار محصورکننده بر نفوذ دیسک U شکل TBM بررسی شده است. بدین منظور، سه مدل عددی با مقاومت های کششی متفاوت MPa 5، MPa 15 و MPa 25 ساخته شد. از هر مدل دو نمونه مشابه آماده شد و تحت دو تنش محصورکننده MPa5 و MPa 25 قرار گرفت. به طور کلی 6 مدل سازی انجام شد. بعد از اعمال فشار جانبی، برنده با نرخ m/s 02/0 به میزان mm4 در سنگ نفوذ کرده و باعث شکست سنگ می شود. سنگ زیر برنده سه رفتارمکانیکی مختلف را نشان می دهد که عبارتند از: ناحیه شکسته شده زیر برنده، ناحیه پلاستیک با ترک های موضعی زیر ناحیه شکسته شده و ناحیه الاستیک. نتایج نشان می دهند که نسبت مقاومت کششی به فشار محصورکننده تاثیر بسزایی بر وسعت نواحی شکسته شده دارد. در فشار محصور کننده MPa 5، با افزایش مقاومت کششی نیروی شروع ترک، تنش شکست افزایش می یابد ولی وسعت شکست و میزان نفوذ دیسک کم می شود. همچنین در فشار محصور کننده MPa 25، با افزایش مقاومت کششی نیروی شروع ترک، تنش شکست، وسعت شکست و میزان نفوذ دیسک تقریبا ثابت است.کلید واژگان: نرم افزار PFC2D، برنده، مقاومت کششی، فشار محصورشوندگی، کد جریان ذرهIn this paper, the effect of the ratio of tensile strength to confining pressure on the penetration of U Shape disc has been investigated using Discrete Element Method. For this purpose, three numerical models with different tensile strength of 5 MPa, 15 MPa and 25 MPa were built. From each model two similar samples were prepared and compressed by two different confining pressures of 5 MPa and 25 MPa, respectively. The U shape cutter penetrates in the model by the rate of 0.02 m/s till 4 mm of disc is penetrated. In total, 6 simulations have been done. The rock materials, below the cutters, show three different mechanical behavior including failure, plastic and elastic behavior. The failure zone is fully fractured while the plastic zone is consisted of partially micro crack with several major fractures. The elastic zone has remained undamaged. The effect of the ratio of tensile strength to confining pressure has substantial effect on the extension of three introduced zones. When tensile strength is 5 MPa, the initiation force and failure stress is increased by increasing the tensile strength but the extension of failure zone and chipping thickness is decreased. When tensile strength is 25 MPa, the initiation force, failure stress, extension of failure zone and thickness of chipping is constant by increasing the tensile strength.Keywords: disc, tensile strength, confining pressure, particle flow code
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