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--EXPRESSES-- ALL HATE & INSULTS --DEPRESSES-- ALL DENUVO SCUM --IMPRESSES-- ALL PIRATES ACROSS THE SEA -Game Info- Just Cause 4 Complete Editon -Protection- Denuvo v5.3 + Steam Stub Credits to Mr_Goldberg for his steam emulator. -DONATION- BTC: 18fh68Ax6ttGA6Ewgxgshau8CyDDuG9MXq Monero: 45UqwK69BqS9QFygVrzZXJJpdz5ePxMqzgs 91HGGcWNuddrFzRKGgeEPjMFSjjYkJahrj dFBn4jz9ZKdw3vDvBoE5KGKPzL ETH: 0xbb3f4F53721da676f70E59387C89eaBae 498c7BB Bitcoin cash: qq3hyrvd796266kyf7xklh0xlk0xu53lng gufqjhcf - Make sure to contact me if you donate so you can be credited as as contributor in the next release NFO. - All funds will be used for futher DRM research, living costs and buying the games. -CONTACT- Mail: firstname.lastname@example.org qTox: EFBEE84E3D3F4248045ACC1DB618 6101341499D6713D8F2A42B97C75 3A0C143FF83B996945A1 -CONTRIBUTORS- All new contributors will be listed in next game NFO. Install Notes - Burn or mount the .iso - Run setup.exe and install - Copy crack from EMPRESS to gamedir or check the auto-copy option in the installer. Release Notes Special note to fitgirl: I already saw your negative comments about me over reddit, you can continue this ugliness on your own.. because while many people have already called you "TOXIC" and many other bad words, I will not do the same. It is a simple truth that insults are the easiest thing to do and I am a lot better than that now... so from now on, I will simply ignore your permanently because neither you or any of your repack cult friends deserve anymore attention from me. ------------- Special note to DODI repacks: I have read your sweet and gentle message, you seem to be a nice person who is actually able to act properly and respect others' work. I fully accept your future actions regarding your repacks, it is a lovely proposal and it would actually make me proud to allow my releases to be repacked with a respectable person like yourself, thank you very much! ------------ With that said - the drama show ends here. We go on the clear from now on. I have fresh new mentality now and I have taken a completely new path. Let's work together and bring denuvo down.
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I figured it out on ps4. If you pay the $30 for the whole pack then you have to go back to the store. Into the add ons for just cause 4 and download each one. They will be free to download after u buy the pack. I think they set it up like this because everyone was having so many problems with it. Thats why after you but the expansion pack and cant find it in ur downloads.
So how does Just Cause 4 change up the franchise? If you're expecting a reinvention of the wheel, you'll probably be disappointed; however, if you're a fan of the series and hoping for more of the same (just cranked up), you'll get what you're hoping for. In my time playing, I was able to check out an early part of the game to get a feel for Rico's loadouts and the gameplay, and then skip forward to later on for a full arsenal to play around with.
A technique for determining high temperature subcritical crack growth threshold in ceramics with indentation flaws is presented. This technique requires prior knowledge of the residual stress field about the indentation. Detailed analysis shows that the residual stress is the only driving force for crack growth of indentation flaws in absence of any applied stress. Under certain conditions, it can cause a spontaneous extension or healing of the indentation flaw. Making the duration from just indented to measurement of crack dimension long enough, an equilibrium configuration for the indentation flaw system may be obtained and the threshold can be calculated with parameters which are used to characterize this configuration. This technique is then applied to a pressureless sintered Si3N4. It is shown that this technique may be a simple and reliable method for the determination of subcritical crack growth threshold of ceramics at elevated temperatures.
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Microsoft Game Studios announced Fable III, along with a release date of 2010. Also, Microsoft announced their intention to release Fable II on the Xbox Live Marketplace in five episodes, the first of which will be free to download.
The hazards induced by stratified rock mass creep are still one of the major problems that threaten the safety of underground engineering. This paper takes safe construction of underground roadway in Urumqi mining area as the research background. In this study, we mainly adopted rock mechanics experiments to accomplish the research on creep behavior and crack evolution of stratified structural sandstone. Creep deformation characteristics of stratified structural sandstone under different load were revealed; also, we analyzed the reason why a part of rock samples failed but others were not under the same load. Creep behavior and crack evolution of rock samples without stratified structure have significant randomness. The crack evolution and failure characteristics of stratified structural rock samples were mainly manifested as failure along and cutting through structural plane and their combined forms. Creep strain, creep duration, and creep rate of rock samples with stratified structure had a nonlinear relationship with applied load, such as exponential function or logarithmic function. Understanding the evolutionary relationship between the above parameters and load provides a basis for obtaining the creep behavior of stratified rock mass under different load conditions.
An experimental study is an effective method to obtain the creep behavior and typical parameters of rock mass, which is widely favored by researchers due to its advantages of rapidity and intuitive. Especially in recent years, with improvement and upgrading of experimental equipment, application scope of experimental research has been promoted and expanded to a large extent. Researchers optimized and improved experimental equipment according to their requirements, which accelerated the process of rock mass creep research. Liu et al.  studied creep behavior and characteristic of saturated rock under high stress in uniaxial single-stage load and graded incremental cyclic load mode, providing a basis for deformation control and disaster relief of deep saturated rock mass. Dubey and Gairola  used experimental means to study the influence of internal anisotropy of rock salt on its creep behavior and control effect. They believed that structural anisotropy had a strong control effect on the development of instantaneous strain, transient strain, steady strain, and accelerated strain, and the influence of structural anisotropy on rock salt deformation had a negative correlation with the stress level. Zivaljevic and Tomanovic  adopted a uniaxial creep experimental method to analyze the creep characteristics and behavior of marl, focusing on the influence of compressive stress preconsolidation level and load time on the creep parameters of marl. Pellet and Fabre  carried out static, quasistatic, and cyclic creep experiments on sedimentary rock, and the results showed that the content of clay particles had a significant impact on the creep behavior, and the creep of particles had an adverse effect on the creep behavior. Rahimi and Hosseini  carried out triaxial creep experiments on thick-walled hollow columnar rock salt samples to study the effects of confining pressure, eccentricity stress, and strain rate on the creep behavior of rock salt. The results showed that the strain rate increased with the increase of eccentricity stress and confining pressure, and the lateral pressure was more important than the eccentricity stress in the change of tangential strain rate. Grgic and Amitrano  studied the influence of water saturation on rock creep by multistep uniaxial creep experiments of polycrystalline porous rocks under partially saturated conditions and explained the important role of microcrack in the creep process by analyzing strain and acoustic emission monitoring data.
Nadimi et al.  carried out triaxial creep experiments on the rock and obtained the creep characteristics of the rock mass around the cave. They estimated the parameters of a dynamic constitutive creep model by using the creep experiment and field measured data, which made it possible to simulate the primary and secondary creep zones of rock mass. The calculated results are in good agreement with the measured data, providing a theoretical basis for the support design of underground engineering. Herrmann et al.  explored the creep behavior and mechanism of different types of shale through the creep experimental method under high confining pressure and variable temperature control. The results showed that under high temperature, axial differential pressure stress, and low confining pressure, the creep strain of shale increased. The initial creep strain was related to the mechanical properties determined by short-term constant strain rate experiments, such as static Young's modulus and triaxial compressive strength. Rybacki et al.  simulated the occurrence environment of shale under high stress, high temperature, and low constraint conditions caused by the increase of field depth. The results showed that the sample exhibited semibrittle creep with high deformation rate, and the strain was mainly regulated by the deformation of weak organic matter, layered silicate, and the reduction of pore space. Bhat and Bhandary  improved the torsional ring shearing instrument, measured the displacement variation with time under constant creep stress, studied the creep behavior of typical clay in the residual state, and proposed the creep failure prediction curve in the residual state, which provided a basis for the prediction of creep landslide failure time and displacement. Bagheri et al.  conducted triaxial creep experiments on clay samples under different shear stress levels and strain rates, measured their volumetric strain rates, and determined the relationship between the nonlinear variation of stress and initial volumetric strain rates.