评估超大截面道的HB和CD方法的施工参数:一个案例研究
1Faculty of Civil Engineering, Guizhou University, Guiyang, 550025, China. liuym_2021@163.com.
Scientific reports
|September 22, 2023
概括
在富含水的地区优化大型道的施工方法可以降低成本和时间. 该研究发现,对于顶部标题和排位 (HB) 和中心隔膜 (CD) 方法的特定步骤高度比率可以提高道的安全性和稳定性.
科学领域:
- 土木工程 土木工程是指土木工程.
- 地质技术工程 地质技术工程
- 道工程工程 道工程
背景情况:
- 传统的双侧墙导向坑和中心交叉图 (CRD) 方法用于水资源丰富的断层区域的大型道是昂贵和耗时的.
- 替代方法,如顶部标题和排位 (HB) 和中心隔膜 (CD),可以缩短施工时间和降低开支.
研究的目的:
- 为HB和CD方法优化施工参数,确保周围岩石的稳定性和道的安全性.
- 通过使用数值模拟来研究不同阶段高度对道顶沉积,周围岩石应力和初始支性能的影响.
主要方法:
- 在通济道使用HB和CD方法进行道挖掘的数值模拟.
- 分析道顶沉积,周围岩石应力,初始支轴力,曲时刻和安全因子在不同的阶段高度场景下.
主要成果:
- 在HB和CD方法中,增加上级阶段高度导致了更大的置,增加了外围收,并降低了初始支安全因子.
- 在距离目标面30米处观察到周围岩石中增加了塑料区域,步骤高度更大.
- 对于HB (0.45H,0.35H,0.2H用于上,中,下) 和CD (0.5H,0.5H用于上和下) 方法,确定了优化的步骤高度比率.
结论:
- 该研究为HB和CD方法提供了优化的步骤高度配置,以提高大截面道的安全性和稳定性.
- 这些发现有助于在具有挑战性的地质条件下更高效,更具成本效益的道建设.
相关概念视频
Method of Sections: Problem Solving II
1.0K
Consider an arbitrary truss structure composed of diagonal, vertical, and horizontal members fixed to the wall. To calculate the force acting on members CB, GB, and GH, method of sections can be used. The loads and lengths of the horizontal and vertical members are known parameters, as shown in the figure.
1.0K
Design Example: Distributing Reinforcements in Concrete Sections
105
The topic explores the practical aspects of adjusting steel reinforcements within a concrete beam section to meet specific design requirements. When designing a reinforced concrete beam, it is essential to distribute the steel reinforcements properly to ensure structural integrity and efficiency. The example provided details a scenario where a beam requires a total steel cross-section of 4 square inches. The engineer identifies that the available steel bars have a nominal diameter of 1.693...
105
Method of Sections: Problem Solving I
592
Consider a symmetrical roof truss structure, composed of vertical, diagonal, and horizontal members. The length of each horizontal member is 4 m. The lengths of the vertical members FB and HD are 4 m, while the length of member GC is 6 m. The loads acting at joints F, G, and H are 2 kN, while those at joints A and E are 1 kN.
592
Method of Superposition
926
The method of superposition is a crucial technique in structural engineering, used to analyze the effect of multiple loads on beams. This approach involves calculating the deflection and slope for each load on a beam separately, and then summing these effects to determine the overall impact. It is applicable only when the beam material remains within its elastic limit, ensuring that deformations are linearly elastic.
When applying the method of superposition, each type of load—whether...
When applying the method of superposition, each type of load—whether...
926
Bending of Material: Problem Solving
203
In this lesson, determine the ratio of the maximum bending moments applied to two metal pipes, given that both pipes can withstand a maximum stress of 100 MPa. Both pipes have an outer radius of 1.8 cm. Pipe A has an inner radius of 1.5 cm, and Pipe B has an inner radius of 1 cm. The ratio of the maximum bending moment applied to two metallic pipes, each with a different inner and outer radius, is determined by considering their dimensions. The inner radius of the first pipe is 1.5 cm, and for...
203
Thin-Walled Hollow Shafts
206
In analyzing a thin-walled hollow shaft subjected to torsional loading, a segment with width dx is isolated for examination. Despite its equilibrium state, this segment faces torsional shearing forces at its ends. These forces are quantitatively described by the product of the longitudinal shearing stress on the segment's minor surface and the area of this surface, leading to the concept of shear flow. This shear flow is consistent throughout the structure, indicating a uniform distribution...
206


