scholarly journals Three-dimensional geomechanical model of creep behavior on wellbore casing in the composite salt–gypsum formation

Author(s):  
Shiyuan Li ◽  
Fuyao Li ◽  
Xianfei Du ◽  
Yufan Qiu
1998 ◽  
Vol 34 (3) ◽  
pp. 209-216 ◽  
Author(s):  
L. A. Nazarova ◽  
L. A. Nazarov ◽  
A. V. Leont'ev

2021 ◽  
Vol 3 (1) ◽  
pp. 43-55
Author(s):  
D. B. Abishev ◽  
V. V. Shishkin ◽  
I. G. Alekhin ◽  
A. Z. Nasibullin

The article presents the process and results of constructing a three-dimensional geomechanical model of an oil field located in the eastern edge of the Caspian basin. Oil and gas content is established in carbonate deposits of the Lower and Middle Carboniferous. The model was based on well log data, one-dimensional geomechanical models and a 3D geological model. The result of geomechanical modeling is the obtained property of additional permeability of the critically loaded discrete fracture network, which was later used in the history match of the hydrodynamic model. In addition to the fracture property, a series of conductive faults were also identified during the history match. When carrying out geomechanical modeling, international experience was taken into account in the calculation of critically loaded fractures and their relationship with the intervals of inflow and loss in carbonate reservoirs. The updated hydrodynamic model, taking into account the geomechanical model, significantly improved the convergence of the model and historical indicators of bottomhole pressures.


2021 ◽  
Vol 57 (3) ◽  
pp. 309-318
Author(s):  
V. G. Bondur ◽  
M. B. Gokhberg ◽  
I. A. Garagash ◽  
D. A. Alekseev

2017 ◽  
Vol 43 (9) ◽  
pp. 6721-6729 ◽  
Author(s):  
Xin Jing ◽  
Xiaoguang Yang ◽  
Duoqi Shi ◽  
Hongwei Niu

Holzforschung ◽  
2018 ◽  
Vol 72 (6) ◽  
pp. 513-519 ◽  
Author(s):  
Mostafa Mohammadabadi ◽  
Vikram Yadama ◽  
Jian Geng

AbstractA preliminary experimental evaluation of duration of load and creep effects of lightweight wood-strand sandwich panels (lwW-SSP) was conducted following ASTM D6815-09 to determine the equivalence to the duration of load and creep effects of visually graded lumber as specified in Practice D245. The modulus of rupture (MOR) of lwW-SSP was obtained using four-point bending tests to evaluate their creep and load behavior at three stress levels (15, 40 and 65% of MOR). Two different widths were considered to observe the effect of this parameter. lwW-SSP preformed well under long-term loads, as tertiary creep was not observed at all stress levels and the strain rate decreased over time. The panels met the criteria specified in the standard. None of the specimens failed, the creep rate decreased and the fractional deflection was <2. Accordingly, the duration of load factors of visually graded lumber is applicable to these panels. For the theoretical evaluation of solid wood behavior, viscoelastic models can also be applied to describe the creep behavior of lwW-SSP with wood-strand corrugated cores. An exponential viscoelastic model consisting of five elements accurately approximates the experimental creep behavior of three-dimensional (3D) core sandwich panel.


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