In a previous paper1 the authors have developed and implemented a new boundary element (BE) model to simulate and predict land subsidence occurring over three‐dimensional gas/oil fields in a homogeneous and isotropic half‐space. The approach relies on Betti's reciprocal theorem and makes use of the classical fundamental solution of Boussinesq in the framework of the theory of linear poroelasticity. The BE method is here extended to inhomogeneous, transversally anisotropic soils by the aid of a two‐dimensional finite element (FE) model which provides a fundamental numerical solution for the actual multi‐layer setting of the subsurface system. The new FE–BE approach is then used to simulate the subsidence caused by gas production over the dee...
The stress variation induced by the development of underground reservoirs may activate pre-existing ...
Anthropogenic land subsidence due to fluid withdrawal is usually predicted with the aid of Finite El...
The coupled hydro-mechanical state in soils coming from consolidation/subsidence processes and under...
In a previous paper1 the authors have developed and implemented a new boundary element (BE) model to...
A linear boundary element (BE) model is proposed for the uncoupled simulation of land subsidence due...
The solution of the poroelastic equations for predicting land subsidence above productive gas/oil fi...
The solution of the poroelastic equations for predicting land subsidence above productive gas/oil fi...
The stress variation induced by gas/oil production may activate pre-existing regional faults. This m...
An original nonlinear three-dimensional finite element model is developed to predict the residual la...
The oil production can cause land subsidence when large amounts of underground fluid have been withd...
The aim of the present communication is to investigate some aspects of the role exerted by active fa...
The land subsidence spreading factor provides a useful straightforward indication on how much of a ...
The Wilmington oil field in Long Beach California has been a site of large ground subsidence since t...
Land subsidence due to subsurface fluid (water, gas, oil) withdrawal is often predicted by either fi...
The solution of the poroelastic equations for predicting land subsidence above productive gas/oil fi...
The stress variation induced by the development of underground reservoirs may activate pre-existing ...
Anthropogenic land subsidence due to fluid withdrawal is usually predicted with the aid of Finite El...
The coupled hydro-mechanical state in soils coming from consolidation/subsidence processes and under...
In a previous paper1 the authors have developed and implemented a new boundary element (BE) model to...
A linear boundary element (BE) model is proposed for the uncoupled simulation of land subsidence due...
The solution of the poroelastic equations for predicting land subsidence above productive gas/oil fi...
The solution of the poroelastic equations for predicting land subsidence above productive gas/oil fi...
The stress variation induced by gas/oil production may activate pre-existing regional faults. This m...
An original nonlinear three-dimensional finite element model is developed to predict the residual la...
The oil production can cause land subsidence when large amounts of underground fluid have been withd...
The aim of the present communication is to investigate some aspects of the role exerted by active fa...
The land subsidence spreading factor provides a useful straightforward indication on how much of a ...
The Wilmington oil field in Long Beach California has been a site of large ground subsidence since t...
Land subsidence due to subsurface fluid (water, gas, oil) withdrawal is often predicted by either fi...
The solution of the poroelastic equations for predicting land subsidence above productive gas/oil fi...
The stress variation induced by the development of underground reservoirs may activate pre-existing ...
Anthropogenic land subsidence due to fluid withdrawal is usually predicted with the aid of Finite El...
The coupled hydro-mechanical state in soils coming from consolidation/subsidence processes and under...