Calibrating high-dimensional rock creep constitutive models for geological disaster prevention: An application of data assimilation methods

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Weiya Xu , Changhao Lyu , Jiangjiang Zhang , Huanling Wang , Rubin Wang , Long Yan , Wei-Chau Xie
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Abstract

The study of rock creep phenomena is of paramount importance due to its potential to trigger geological disasters, such as landslides. To predict and prevent such disasters, creep constitutive models are widely employed to comprehend the time-dependent deformation of rocks. These models encompass various mechanical parameters that describe the intricate stress-strain behaviors. Nevertheless, significant challenges persist in achieving accurate and consistent parameter estimation and state prediction. In this study, we introduce three advanced data assimilation (DA) methods, including one Markov chain Monte Carlo method, DREAM(KZS), and two ensemble smoother methods, ESMDA and ILUES. This marks the first application of such methods for calibrating rock creep models in the scenario of geological disaster prevention. We conducted numerical simulations under both low- and high-dimensional conditions to assess the performance of these DA methods. For the single partition model, all three DA methods demonstrated promising results. In the high-dimensional case, DREAM(KZS) displayed inefficiency, while both ESMDA and ILUES proved to be still effective. ESMDA offered improved data matching but tended to underestimate parameter uncertainties, whereas ILUES excelled in addressing the issue of equifinality. In a real-world case focusing on characterizing creep deformation at the Mogu tilting deformation body near the Lianghekou Dam, China, we employed all three DA methods, and they collectively demonstrated satisfactory performance. Particularly noteworthy is the enhanced performance of the DREAM(KZS) method during the accelerated creep phase, even in the presence of limited data. The findings of this research bear significant importance in reducing uncertainties associated with model parameters in the realm of rock mechanics, thereby advancing our capabilities in predicting and preventing disasters.

为地质灾害预防校准高维岩石蠕变构造模型:数据同化方法的应用
由于岩石蠕变现象有可能引发山体滑坡等地质灾害,因此研究岩石蠕变现象至关重要。为了预测和预防此类灾害,人们广泛采用蠕变构造模型来理解岩石随时间变化的变形。这些模型包含各种机械参数,用于描述复杂的应力-应变行为。然而,在实现准确一致的参数估计和状态预测方面仍存在巨大挑战。在本研究中,我们介绍了三种先进的数据同化(DA)方法,包括一种马尔可夫链蒙特卡洛方法 DREAM(KZS),以及两种集合平滑方法 ESMDA 和 ILUES。这标志着此类方法首次应用于地质灾害防治场景中的岩石蠕变模型校准。我们在低维和高维条件下进行了数值模拟,以评估这些DA方法的性能。在单分区模型中,所有三种设计方法都取得了可喜的成果。在高维情况下,DREAM(KZS) 显示出了低效率,而 ESMDA 和 ILUES 被证明仍然有效。ESMDA改进了数据匹配,但往往低估了参数的不确定性,而ILUES在解决等差数列问题方面表现出色。在一个以中国两河口大坝附近莫古倾斜变形体蠕变变形特征为重点的实际案例中,我们采用了所有三种数据分析方法,它们都表现出了令人满意的性能。尤其值得注意的是,即使在数据有限的情况下,DREAM(KZS)方法在加速蠕变阶段的性能也得到了提升。这项研究成果对于减少岩石力学领域模型参数的不确定性,从而提高我们预测和预防灾害的能力具有重要意义。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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