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Evaluation of failure modes and undrained shear strength by cone penetrometer for Natural Gas hydrate-bearing pressure-core sediment samples recovered from the Krishna-Godavari Basin, offshore India

机译:基于克里希纳 - 戈达瓦里盆地克里希纳 - 戈达瓦里盆地的天然气水合物压力芯沉积物对锥形渗透性计的失效模式和不驱剪强度的评价

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Compressional wave velocity measurements and cone penetration tests were carried out for pressure cores recovered from the Krishna-Godavari Basin off the eastern coast of India, using an instrumented pressure testing chamber constructed by the Japanese National Institute of Advanced Industrial Science and Technology. For pressure cores with high gas hydrate saturations (S-h) and exhibited high compressional wave velocities also display a high loading force that resulted in tensile failure. A pressure core sample with low compressional wave velocities and low gas hydrate saturations led to a low loading force, which resulted in radial shear. The cone factor connecting the cone resistance and the undrained shear strength, N-k, was estimated using cone penetration testing and the uniaxial compressional results. We estimated its value as N-k = 45 by using a uniaxial compression loading speed of 0.01%/min and a cone insertion loading speed of 0.25 mm/s. Undrained shear strengths, estimated from cone penetration results using N-k = 45, were assumed to be equal to the tensile strengths between hydrate-hydrate and hydrate-particle interface when S-h is less than 50% and increases when S-h is more than 50% assuming that gas hydrate morphology was matrix supporting.
机译:对印度东部海岸的克里希纳 - 戈达瓦里盆地回收的压力芯进行了压缩波速度测量和锥形渗透试验,采用日本国家先进的工业科学技术研究所建造的仪表压力试验室。对于具有高气水合物饱和饱和度(S-H)的压力芯,并且表现出高压缩波速度也显示出导致拉伸失效的高负荷力。具有低压缩波速度和低气水合物饱和的压力芯样品导致低装载力,导致径向剪切。使用锥形渗透测试和单轴压缩结果估计连接锥形电阻和不介绍的剪切强度N-K的锥形因子。我们通过使用0.01%/ min的单轴压缩加载速度和0.25mm / s的锥形压缩加载速度,估计其值作为n-k = 45。假设从使用NK = 45的锥形渗透结果估计的不泄露的剪切强度等于当SH小于50%时的水合物 - 水合物和水合物颗粒界面之间的拉伸强度,并且当SH的时间增加超过50%时天然气水合物形态是基质支撑。

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