基于大数据机器学习的成型混凝土码头的不稳定性预测,用于没有煤柱采矿的二级采矿
Yanhui Zhu1, Ye Tian2, Peilin Gong3
1College of Mining Engineering, Taiyuan University of Technology, Taiyuan, 030024, China.
Scientific reports
|May 16, 2025
概括
二次采矿对混凝土码头柱造成重大损害. 一个新的高斯过程回归模型准确地预测了应力和损伤,确保了更安全的采矿操作.
科学领域:
- 采矿工程 采矿工程 采矿工程
- 土木工程 土木工程是指土木工程.
- 计算力学 计算力学 计算力学
背景情况:
- 无支柱式煤矿的二次开采导致柔性成型混凝土码头柱的过度损坏.
- 了解压力迁移和不稳定机制对于确保结构完整性和运营安全至关重要.
研究的目的:
- 研究二次采矿下混凝土码头柱的应力迁移模式和不稳定机制.
- 开发一个准确的预测模型,用于列应力和损坏程度.
- 验证安全采矿操作的强化策略的有效性.
主要方法:
- 在州和州煤矿进行实地研究和测试.
- 数字模拟和压力分布的理论分析.
- 大数据机器学习,特别是高斯过程回归 (GPR),用于压力预测.
- 与线性回归和BP神经网络的比较.
主要成果:
- 确定压力度是造成过度柱损伤的主要原因.
- 与线性回归和BP网络相比,开发了一个GPR模型 (ARD-Rational-Quadratic-Kernel) 的精度更高 (MSE=1.3463).
- 确定了相对于采矿面距离的柱子的两阶段损伤模式:最初的线性增长,然后是稳定.
结论:
- 在二次采矿过程中,GPR模型提供了一个非常准确的工具,用于预测二次采矿期间混凝土码头柱的应力和损伤.
- 用Z6混凝土增强剂增强柔性码头柱子有效地确保了安全的采矿操作.
- 该研究验证了先进的建模和强化技术在采矿安全方面的实际应用.
相关概念视频
Survival Tree
48
Survival trees are a non-parametric method used in survival analysis to model the relationship between a set of covariates and the time until an event of interest occurs, often referred to as the "time-to-event" or "survival time." This method is particularly useful when dealing with censored data, where the event has not occurred for some individuals by the end of the study period, or when the exact time of the event is unknown.
Building a Survival Tree
Constructing a...
Building a Survival Tree
Constructing a...
48
Non-destructive Tests for Concrete Strength
100
The rebound hammer test, also known as the Schmidt hammer test, is a non-destructive technique for evaluating the hardness of concrete and, indirectly, the strength of concrete. It operates on the principle that the rebound of a spring-driven mass from a concrete surface correlates to the surface's hardness. The device comprises a mass within a tubular housing, a spring mechanism, and a plunger that strikes the concrete. Upon release, the energy imparted to the mass by the spring causes it...
100
Segregation in Fresh Concrete
83
Segregation in fresh concrete is a phenomenon where the components of the concrete mix separate, leading to uneven distribution and compromised structural integrity. This separation typically occurs when concrete is subjected to excessive horizontal movement within forms, or when it is dropped from considerable heights or forced through narrow, winding paths. As a result, heavier coarse aggregate particles settle at the bottom, while lighter, finer materials such as cement and water rise to the...
83
Shrinkage in Concrete
67
Shrinkage in concrete is primarily due to water loss from evaporation, hydration of cement, or carbonation, leading to a reduction in volume. The volumetric contraction results in volumetric strain in concrete. However, in practice, shrinkage is measured as linear strain, which is one-third of the volumetric strain.
When concrete is still in its plastic state, it can undergo a decrease in volume by about 1% of its absolute volume. This decrease is known as plastic shrinkage. It arises either...
When concrete is still in its plastic state, it can undergo a decrease in volume by about 1% of its absolute volume. This decrease is known as plastic shrinkage. It arises either...
67
Microcracking in Concrete
94
Microcracking in concrete refers to the tiny cracks that can form within the material even before any external load is applied. These microcracks typically occur at the interface between the coarse aggregate and the hydrated cement paste, often as a result of differential volume changes prompted by variations in stress-strain behavior, as well as thermal and moisture movement. Initially, these microcracks remain stable and do not grow substantially until the concrete is stressed to about 30...
94
Impact Strength of Concrete
157
Impact strength in concrete is a critical measure that reflects the material's capability to endure the forces applied during pile driving and when supporting machinery foundations that experience impulsive loads. It is also essential when handling precast concrete components to prevent accidental damage. The impact strength is assessed by observing the concrete's resistance to repeated impacts and energy absorption capacity. A key indicator of significant damage to concrete is when it...
157


