相关实验视频
Updated: Sep 11, 2025

09:41
Blast Quantification Using Hopkinson Pressure Bars
Published on: July 5, 2016
9.1K
关于爆炸对新建和相邻道结构稳定性的影响研究
Zi-Qiang Li1, Jia-Shuai Zhang2, Gui-Quan Ma1
1School of Civil and Hydraulic Engineering, Chongqing University of Science & Technology, Chongqing, 401331, China.
Scientific reports
|August 13, 2025
概括
现有道附近的爆炸可能会导致突破和突破,影响结构稳定性. 这项研究分析了对邻近道的爆炸效应,发现空洞位置显著影响了层应力和岩石落下风险.
科学领域:
- 地质技术工程 地质技术工程
- 道工程工程 道工程
- 岩石机械学 岩石机械学
背景情况:
- 城市地下建设需要在现有基础设施附近建造道.
- 在新的道中进行爆破操作,可能会造成突破和突破的风险,可能会损害相邻道的稳定性和安全性.
研究的目的:
- 调查爆炸过程中新建道的动态反应及其对邻近道结构稳定的影响.
- 分析爆孔偏差,突破/突破和道层完整性之间的相关性.
主要方法:
- 使用自主开发的爆孔检测设备和激光轮扫描仪获取超值/低值数据.
- 使用LS-DYNA和ANSYS进行系统分析,构建数值模型.
- 有限元模拟与智能检测数据对准确度进行验证.
主要成果:
- 有限元模拟准确地预测了挖掘轮,将爆孔位置偏移与突破相关联.
- 在突破过程中不规则的轮增加了拉伸应力和岩石落风险,而统一的突破减少了应力度.
- 突破/突破位置显著影响了相邻的道层,在顶和门底部显著的应力反应.
结论:
- 爆炸操作必须考虑相邻的道空隙位置,以减轻风险.
- 邻近道的突破对层移位的影响很小,挖掘卸载占主导地位.
- 道施工应仔细考虑门脚和门底相邻的区域,以防止应力度和拉伸应力.
相关概念视频
Posttensioned Masonry Walls
200
Post-tensioned masonry walls use high-strength steel rods or flexible tendons to enhance the strength and efficiency of masonry structures. These elements are securely anchored to the foundation and extend vertically either within the cores of the masonry units or between the masonry wythes. The construction process involves building the wall with these tensioning elements in place and allowing the mortar to fully cure.
Following the curing process, the tensioning begins. Steel rods are...
200
Effects of Creep
220
Creep in concrete, the gradual deformation under prolonged stress, significantly impacts the integrity of structures. For reinforced concrete beams, it can be a vital design consideration, as it increases deflection, sometimes necessitating additional design measures. In columns, especially slender ones under eccentric loads, creep can cause buckling, compromising their stability. However, creep can be beneficial in indeterminate structures by mitigating stresses that arise from shrinkage,...
220
Tensile Strength Considerations of Concrete
198
Considering the tensile strength of concrete involves recognizing that the theoretical strength of cement paste can be up to a thousand times higher than what is observed in practical applications. This significant discrepancy is largely attributed to the presence of microscopic cracks within the concrete. These cracks tend to amplify stress at their tips when a load is applied, a phenomenon explained by Griffith's theory of brittle fracture.
The dimensions and shape of a concrete specimen...
The dimensions and shape of a concrete specimen...
198
Effects of Air-entrainment in Concrete
140
Air entrainment in concrete significantly enhances the material's durability, especially in environments subjected to freeze-thaw cycles. Introducing small air bubbles into the concrete mix acts as internal voids that accommodate the expansion of water when it freezes, thereby alleviating internal stress and preventing structural cracks. This function is crucial in climates with significant freezing and thawing, as it protects the concrete from repeated stresses that could lead to premature...
140
Reinforced Brick Masonry
1.2K
Reinforced brick masonry is an advanced construction technique that enhances the structural integrity of brick walls by incorporating steel reinforcements. These reinforcements are either placed within the hollow cores of bricks or sandwiched between two layers of masonry, known as wythes, and are then secured in place with grout. Grout is a fluid mixture composed of Portland cement, aggregate, and water, providing the necessary bonding agent for the steel and brick.
To fortify brick walls...
To fortify brick walls...
1.2K
Microcracking in Concrete
208
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...
208

