scholarly journals CALCULATION OF PORE PRESSURE INCREASE WITH DEPTH DUE TO HYDROCARBON FLUID GENERATION

Author(s):  
O.Yu. Batalin ◽  
N.G. Vafina
2006 ◽  
Author(s):  
S. B. Turuntaev ◽  
E. V. Zenchenko ◽  
A. N. Dmitriev

Geophysics ◽  
2005 ◽  
Vol 70 (6) ◽  
pp. O39-O50 ◽  
Author(s):  
Øyvind Kvam ◽  
Martin Landrø

In an exploration context, pore-pressure prediction from seismic data relies on the fact that seismic velocities depend on pore pressure. Conventional velocity analysis is a tool that may form the basis for obtaining interval velocities for this purpose. However, velocity analysis is inaccurate, and in this paper we focus on the possibilities and limitations of using velocity analysis for pore-pressure prediction. A time-lapse seismic data set from a segment that has undergone a pore-pressure increase of 5 to 7 MPa between the two surveys is analyzed for velocity changes using detailed velocity analysis. A synthetic time-lapse survey is used to test the sensitivity of the velocity analysis with respect to noise. The analysis shows that the pore-pressure increase cannot be detected by conventional velocity analysis because the uncertainty is much greater than the expected velocity change for a reservoir of the given thickness and burial depth. Finally, by applying amplitude-variation-with-offset (AVO) analysis to the same data, we demonstrate that seismic amplitude analysis may yield more precise information about velocity changes than velocity analysis.


2017 ◽  
Vol 24 (2) ◽  
pp. 215-225 ◽  
Author(s):  
Sergey B. Turuntaev ◽  
Vasily Y. Riga

Abstract. The influence of fluid injection on tectonic fault sliding and seismic event generations was studied by a multi-degree-of-freedom rate-and-state friction model with a two-parametric friction law. A system of blocks (up to 25 blocks) elastically connected to each other and connected by elastic springs to a constant-velocity moving driver was considered. Variation of the pore pressure due to fluid injection led to variation of effective stress between the first block and the substrate. Initially the block system was in a steady-sliding state; then, its state was changed by the pore pressure increase. The influence of the model parameters (number of blocks, spring stiffness, velocity weakening parameter) on the seismicity variations was considered. Various slip patterns were obtained and analysed.


2020 ◽  
Author(s):  
Hideo Aochi ◽  
Jonny Rutqvist

<p>We consider seismogenic asperities loaded by aseismic slip on a fault, which is induced by fluid circulation, as a simple example of fault reactivation. For this purpose, we combine two methods. The TOUGH2 (Transport Of Unsaturated Ground water and Heat) code is used for modeling the pore pressure evolution within a fault and then a Boundary Integral Equation Method (BIEM) is applied for simulating fault slip, including aseismic slip on the entire fault plane and fast slip on seismogenic asperities. The fault permeability is assumed stress-dependent and therefore is not constant but varies during a simulation. We adopt the Coulomb friction and a cyclic slip-strengthening-then-weakening friction model governing the fault slip, which allows for repeated asperity slip. We were able to demonstrate the entire process from the fluid injection, pore pressure increase, aseismic slip to seismogenic asperity slip. We tested a step-like increase of injection rate with time, which is common for hydraulic fracturing and reservoir stimulation at deep geothermal sites. Under this configuration, the pore pressure increase is not proportional to the injection rate, as the permeability depends on the stress.  Fault slip on seismogenic asperities is triggered repeatedly by surrounding aseismic slip. We find, in a given example, that the reccurence of the fast slip on asperity is approximatively proportional to the injected fluid volume, inferring that the aseismic slip amount increases proporitionally to the fluid volume as well.</p>


2010 ◽  
Vol 126 (3) ◽  
pp. 58-63
Author(s):  
Tsuyoshi ISHIDA ◽  
Daisuke FUKAHORI ◽  
Motoi ISHIDA ◽  
Ryosuke SATO ◽  
Sumihiko MURATA ◽  
...  

Author(s):  
R. O. Davis ◽  
J. B. Berrill

This paper presents a novel approach to characterization of liquefaction susceptibility for deposits of saturated cohesionless soils. The method we propose is based on an assumed relationship between pore pressure increase and dissipated energy density within the soil layer. Use of dissipated energy is not new. What makes the present work different is our approach to the energy calculation. Earlier analyses used simple attenuation models based on earthquake magnitude and epicentral distance to determine the dissipated energy and hence the pore pressure increase within a sand deposit. In this work, instead of magnitude and distance, we will use the response spectrum for surface motion at the site as input information. This permits us to carry out liquefaction susceptibility analyses which are more closely aligned with other types of analyses such as structural response. In particular, we can employ code-prescribed spectral loads exactly as are used by structural designers. This leads to an analysis of liquefaction which is consistent with other earthquake engineering practice in New Zealand.


2016 ◽  
Author(s):  
Sergey B. Turuntaev ◽  
Vasily Y. Riga

Abstract. The influence of fluid injection on tectonic fault sliding and generation of seismic events was studied by multi-degree-of-freedom rate-and-state friction model with two-parametric friction law. A system of blocks (up to 25 blocks) elastically connected with each other and connected by elastic springs to a constant-velocity moving driver was considered. Variation of the pore pressure due to fluid injection led to variation of effective stress between the first block and the substrate. Initially the block system was in steady-sliding state, then its state was changed by the pore pressure increase. The influence of the model parameters (number of the blocks, the spring stiffness, velocity weakening parameter) on the seismicity variations were considered. Various slip patterns were obtained and analysed.


2019 ◽  
Vol 49 (4) ◽  
pp. 20180612
Author(s):  
Haiqing Fu ◽  
Jinyuan Yuan ◽  
Xiaoming Yuan

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