Modelling gas fracturing in saturated clay samples using triple-node zero-thickness interface elements

نویسندگان

چکیده

Geological Disposal Facilities (GDF) for radioactive waste will generally rely on clay-rich materials as a host geological formation and/or engineered barrier. Gas be produced within the GDF, which can build up significant gas pressure and activate migration of through clay via different transport mechanisms. These mechanisms are usually investigated in laboratory tests small samples few centimetres. In this paper, new Pneumo-Hydro-Mechanical (PHM) Finite Element model to simulate saturated scale is presented. proposed modelling approach, continuum elements used represent mechanical flow processes bulk material, while zero-thickness interface existing or induced discontinuities (cracks). A triple-node PHM element presented achieve this. The performance illustrated with synthetic benchmark examples show ability reproduce observed leading propagation cracks due (gas fracturing).

برای دانلود باید عضویت طلایی داشته باشید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Hydraulic fracture modelling with double node zero-thickness interface elements

In recent years, numerical modelling of hydraulic fracture has become a hot topic in Petroleum Engineering. The main difficulty is related to the numerical treatment of discontinuities in a geological medium. Several approaches can be found in the literature (Boone and Ingraffea, 1990; Adachi et al., 2007); however, some of them resort to simplifications that make them inapplicable in complex c...

متن کامل

Numerical Modelling of the Wedge Splitting Test in Rock Specimens, Using Fracture-based Zero-thickness Interface Elements

Abstract. The purpose of the Wedge Splitting Test (WST) is to generate stable mode I fracture crack along a pre-established path, and be able to measure the specific fracture energy parameter of the material GF. The test is performed on standard cylindrical notched specimens. In order to make decision on the optimal notch geometry for a specific rock test, a number of WST experiments were simul...

متن کامل

Hydro-mechanical coupling in zero-thickness interface elements, formulation and applications in geomechanics

Zero-thickness joint/interface elements of the Goodman type, have been advantageously used to solve many problems in solid mechanics involving material interfaces or discontinuities. Some years ago, the authors have also proposed a version of such element for flow/diffusion and hydro-mechanical (H-M) coupled problems, either geomechanical or multiphysics. Some advantages are for instance that f...

متن کامل

Zero-thickness Interface Elements with H-m Coupling, Formulation and Applications in Geomechanics

Previous developments on zero-thickness interface elements for coupled HydroMechanics problems are briefly described, followed by some new geomechanical applications, particularly to hydraulic fracture in rock. The results are compared satisfactorily to approximate formulas and previously published numerical results. Once verified, the model is applied to new cases to show the capabilities of t...

متن کامل

An open source program to generate zero-thickness cohesive interface elements

An open source program to generate zero-thickness cohesive interface elements in existing finite element discretizations is presented. This contribution fills the gap in the literature that, to the best of the author’s knowledge, there is no such program exists. The program is useful in numerical modeling of material/structure failure using cohesive interface elements. The program is able to ge...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

ژورنال

عنوان ژورنال: Computers and Geotechnics

سال: 2023

ISSN: ['1873-7633', '0266-352X']

DOI: https://doi.org/10.1016/j.compgeo.2022.105128