Mechanical Strength of Reservoir Materials: Key Information for Sand Prediction

2000 ◽  
Vol 3 (02) ◽  
pp. 127-131 ◽  
Author(s):  
J.J. Zhang ◽  
C.S. Rai ◽  
C.H. Sondergeld

Summary The mechanical strength of a reservoir formation is the most crucial information required for predicting sand production and recommending sand control completion. So far, the only reliable technique to obtain the formation strength quantitatively is to perform laboratory tests on core samples. The laboratory tests require substantial volumes of cores, which in most cases are not available. In this study, we present a new method to avoid this restriction. The significance of this approach is in its simplicity and efficiency in constructing a reliable mechanical failure envelope. The key results of this study, based on measurements on a variety of sandstones, are the following.A single normalized failure envelope characterizes sandstone formations. This universal curve makes it possible to construct the failure envelope for a sandstone formation from the knowledge of critical pressure.There exists a correlation between the critical pressure and the compressional wave velocity (at equivalent depths of burial).The failure envelope for a sandstone formation can then be constructed simply from compressional wave velocities. These velocities are generally accessible from conventional logging data. Introduction A major problem encountered during hydrocarbon production is the influx of sand, or sand production.1 It can cause severe damage to both production equipment and the producing formation. Furthermore, remediation processes after sanding are extremely difficult, costly or often impossible. Although significant research has been conducted on sand production, we are still at an embryonic stage in predicting sand influx. Several factors determine sand production. The most critical factors are (1) formation strength; (2) in-situ stress; and (3) production rate. The hydrocarbon production process is associated with reservoir depletion, which results in a decrease of reservoir pore pressure. Consequently, the effective overburden pressure, defined as total overburden pressure minus pore pressure, increases. Formation collapse is most likely if the effective stress exceeds the formation strength. In addition, production rate increase, which is associated with large fluid pressure gradients near the borehole, tends to draw the sand into the wellbore. Generally, one can estimate the in-situ stress. For example, the horizontal minimum stress can be measured from hydraulic fracture testing,2-4 and the overburden pressure from overburden density data. The production rate is a controllable parameter. The parameter of concern is the formation strength, which is the focus of this study. The most reliable technique for obtaining mechanical strength data is triaxial testing of core samples in the laboratory. With appropriate arrangements of applied stresses one can determine a failure envelope in stress space. Such a failure envelope quantifies the stress conditions under which the material fails. Although the laboratory test can provide dependable mechanical strength data, it is not followed routinely simply because it is time-consuming and costly. Moreover, in most cases, a sufficient amount of core is not available. Traditionally the mechanical strength, or Mohr-Coulomb failure criterion, is estimated from P- and S-wave velocities and density log data5-8 based on the correlation of Deere and Miller.9 This approach estimates uniaxial compressive strength, and assumes a constant frictional angle. In this study, we seek an alternative method of estimating overall nonlinear mechanical strength in a three-dimensional stress space. Basic Concept of Failure Envelope Formation collapse is an indication that the in-situ stress is beyond the failure limit of the formation material. This failure stress limit is a quantitative parameter that defines the formation mechanical strength. For a one-dimensional state of stress, the mechanical strength can be simply quantified with a single parameter: the uniaxial compressive strength. However, because the in-situ formation stress is three dimensional and anisotropic, a more complicated mathematical expression involving all the stresses is required to quantify the mechanical strength. This quantitative expression of mechanical strength is known as the failure envelope or failure criterion.

2006 ◽  
Vol 43 (3) ◽  
pp. 273-281 ◽  
Author(s):  
M A Meguid ◽  
R K Rowe

The near-face stability of D-shaped tunnels excavated in a Mohr–Coulomb material subjected to anisotropic in situ stress conditions is investigated in the present study. The construction of the intake tunnel of the Darlington Nuclear Generating Station is analyzed using three-dimensional elasto-plastic finite element analysis. The induced displacement and stresses around the tunnel opening as the face advances are compared to the field measurements recorded during the tunnel excavation. The effect of rock mass strength reduction on the tunnel deformation, face stability, and distribution of stresses at the tunnel circumference is investigated for different in situ stress conditions. When the ratio of rock mass strength to overburden pressure falls below 0.5, excessive deformation occurrs and squeezing of the rock mass becomes a problem that can cause instability of both the tunnel circumference and the face.Key words: weak rock, tunnelling, horizontal stresses, three-dimensional, finite element, excavation, face stability.


Materials ◽  
2020 ◽  
Vol 13 (2) ◽  
pp. 406
Author(s):  
Siqian Zhang ◽  
Jing Liu ◽  
Haoyu Zhang ◽  
Jie Sun ◽  
Lijia Chen

Natural materials are generally damage adaptive through their multilevel architectures, with the characteristics of compositional and mechanical gradients. This study demonstrated that the desired elastic gradient can be in-situ stress-induced in a titanium alloy, and that the alloy showed extreme fatigue-damage tolerance through the crack deflection and branch due to the formation of a three-dimensional elastically graded zone surrounding the crack tip. This looks like a perceptive and adaptive mechanism to retard the crack: the higher stress concentrated at the tip and the larger elastic gradient to be induced. The retardation is so strong that a gradient nano-grained layer with a thickness of less than 2 μm formed at the crack tip due to the highly localized and accumulated plasticity. Furthermore, the ultrafine-grained alloy with the nano-sized precipitation also exhibited good damage tolerance.


Geofluids ◽  
2021 ◽  
Vol 2021 ◽  
pp. 1-16
Author(s):  
Hongjian Wang ◽  
Jin Li ◽  
Fei Zhao ◽  
Jinyu Dong ◽  
Yanzong Cui ◽  
...  

Shale gas can be commercially produced using the stimulated reservoir volume (SRV) with multistage fracturing or multiwell synchronous fracturing. These fracturing technologies can produce additional stress fields that significantly influence the crack initiation pressure and the formation of an effective fracture network. Therefore, this study primarily investigated the evolution of crack initiation and propagation in a hydraulic rock mass under various stress conditions. Combining the in situ stress characteristics of a shale reservoir and fracturing technology, three types of true triaxial volumetric fracturing simulation experiments were designed and performed on shale, including three-dimensional constant loading, one-dimensional pressurization disturbance, and one-dimensional depressurization disturbance. The results indicate that the critical failure strength of the shale rock increases as the three-dimensional constant loads are increased. The rupture surface is always parallel to the maximum principal stress plane in both the simulated vertical and horizontal wells. Under the same in situ stress conditions in the wellbore direction, if the lateral pressure becomes larger, the critical failure strength of shale rock would increase. Additionally, when the lateral in situ stress difference coefficient is smaller, the rock specimen has an evident trend to form more complex cracks. When the shale rock was subjected to lateral disturbance loads, the critical failure strength was approximately 10 MPa less than that in the state of constant loading, indicating that the specimen with disturbance loads is more likely to be fractured. Moreover, shale rock under the depressurization disturbance load is more easily fractured compared with the pressurization disturbance. These findings could provide a theoretical basis and technical support for multistage or multiwell synchronous fracturing in shale gas production.


1988 ◽  
Vol 25 (2) ◽  
pp. 320-337 ◽  
Author(s):  
R. C. K. Wong ◽  
P. K. Kaiser

Ground deformations around axisymmetric shafts cannot be determined with the design approaches currently available, which are mostly based on plasticity methods. The convergence–confinement method (usually applied to tunnels), with consideration of gravitational effects and the three-dimensional conditions near a shaft, is proposed as a tool to predict formation pressure on a shaft and radial ground displacements. It is shown that the behaviour of a shaft is governed by (1) the mode of yield initiation dominated by the in situ stress state and the soil strength parameters and (2) the extent of the yield zone that develops if wall displacements are allowed to occur during construction.Closed-form solutions are presented to approximate the pressure–displacement relationship for cohesionless and cohesive soils. Results from this approach compare well with those obtained by finite element analyses. The conventional design methods that provide the minimum support pressures required to maintain stability are not conservative. These pressures are generally less than those actually encountered if ground movements during construction are restricted with good ground control. Key words: shaft, design method, support, interaction, yielding, stress, displacement, earth pressure, arching.


Rock Stress ◽  
2020 ◽  
pp. 237-243
Author(s):  
K. Matsuki ◽  
N. Kaga ◽  
T. Yokoyama ◽  
N. Tsuda

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