A comprehensive regression-based framework for integrating petrographic indices, index properties, and mechanical characteristics of geologically diverse Himalayan Sandstones: Insights from the Lesser, Siwalik, and Purvanchal Ranges

IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Shubham Chajed, Aditya Singh
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引用次数: 0

Abstract

Rock Engineering (RE) projects in the Indian Himalayas often encounter sandstone formations within the Lesser, Siwalik, and Purvanchal ranges. Understanding Himalayan sandstone's petrographic, index, and mechanical properties, particularly in the Lesser, Siwalik, and Purvanchal ranges, is crucial for effectively planning and designing RE projects. This study establishes relationships between petrographic, index, and mechanical properties to identify key predictors of the mechanical behaviour of Himalayan sandstones. The present study analyses a large set of databases, including twenty-two-petrographic indices, nine-index and five-mechanical properties, creating 353 possible combinations. The analysis employed t-statistics and F-statistics tests and results to identify 120 bivariate most significant regression equations supported by performance indicators such as R2, RMSE, and MAPE. The study presents the first comprehensive correlations and regression-based framework for predicting unconfined compressive strength and Compaction-Dilatancy (CD) transition stress in Himalayan sandstones, enabling the identification of favourable and unfavourable stress conditions. Key predictors such as grain area ratio (GAR), void percentage (Void), packing density (Pd), consolidation factor (Pc), porosity (n), Schmidt hammer rebound number (Rh), water content (w), and sonic wave velocities (Vp and Vs) exhibited strong correlations with R2 values of at least 0.86, demonstrating high predictive reliability. These findings offer an approach to estimate studied sandstone strength and CD transition stress. Identification of the CD transition threshold provides insight into the onset of dilatancy, which marks the transition from stable to unstable damage conditions. As a result, CD transition stress emerges as a critical mechanical parameter for the safe and stable design of RE structures and for mitigating stress-induced failures, especially in the complex and geologically diverse Himalayan terrain.
综合岩石学指标、指数属性和喜马拉雅砂岩力学特征的综合回归框架:来自Lesser、Siwalik和Purvanchal山脉的见解
印度喜马拉雅山脉的岩石工程(RE)项目经常遇到Lesser、Siwalik和Purvanchal山脉的砂岩地层。了解喜马拉雅砂岩的岩石学、指数和力学特性,特别是在Lesser、Siwalik和Purvanchal范围内,对于有效规划和设计可再生能源项目至关重要。本研究建立了岩石学、指数和力学性质之间的关系,以确定喜马拉雅砂岩力学行为的关键预测因素。目前的研究分析了大量的数据库,包括22种岩石学指数、9种指数和5种力学性质,创造了353种可能的组合。分析采用t统计量和f统计量检验,结果确定了120个双变量最显著回归方程,并由R2、RMSE和MAPE等性能指标支持。该研究提出了第一个基于综合相关性和回归的框架,用于预测喜马拉雅砂岩的无侧限抗压强度和压胀-剪胀(CD)过渡应力,从而能够识别有利和不利的应力条件。颗粒面积比(GAR)、孔隙率(void)、堆积密度(Pd)、固结系数(Pc)、孔隙度(n)、施密特锤回弹数(Rh)、含水量(w)、声速(Vp和Vs)等关键预测因子与R2值的相关性均为0.86以上,具有较高的预测可靠性。这些发现为估计研究的砂岩强度和CD过渡应力提供了方法。CD过渡阈值的识别可以深入了解膨胀的开始,这标志着从稳定到不稳定的破坏状态的转变。因此,CD过渡应力成为RE结构安全稳定设计和减轻应力诱发破坏的关键力学参数,特别是在复杂和地质多样性的喜马拉雅地形中。
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来源期刊
Engineering Geology
Engineering Geology 地学-地球科学综合
CiteScore
13.70
自引率
12.20%
发文量
327
审稿时长
5.6 months
期刊介绍: Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.
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