在地铁列车负载下不和土壤中的双平行道的动态反应
Yiyang Liu1, Guocai Wang2, Yonger Ji1
1School of Civil Engineering, Zhejiang University of Technology, Hangzhou, 310032, China.
Scientific reports
|May 9, 2025
概括
在地铁负载下的不和土壤中研究双道,发现孔液显著影响动态反应. 较高的和度增加了近场移位,但减少了远场移位,这对于道设计至关重要.
科学领域:
- 地质技术工程 地质技术工程
- 土壤力学 土壤力学
- 道工程工程 道工程
背景情况:
- 地铁列车的载荷会在地下结构中引起复杂的动态反应.
- 不和的土壤面临着独特的挑战,因为存在空气和水相.
研究的目的:
- 为了研究火车负载下的不和土壤中的双平行道的动态反应.
- 为结合道-土壤系统开发分析解决方案,考虑孔隙流体动力学.
- 分析和度对道土壤相互作用的影响.
主要方法:
- 使用变量分离和赫尔姆霍尔茨分解得出的分析通用解决方案.
- 福利埃转换技术应用于解决合的统治方程.
- 混合的边界条件用于获得封闭形式的解决方案,用于位移和孔隙压力.
主要成果:
- 孔腔流体 (水/空气) 显著影响道动态反应和土壤行为.
- 增加道间距减少了动态合效应.
- 和度极大地影响移位和孔隙压力分布;和的土壤显示出更大的近场,但更小的远场移位.
结论:
- 传统模型忽视了气相或假设和,导致了显著的预测偏差.
- 准确分析不和条件对于预测地铁列车加载效应至关重要.
- 这些发现为优化在不和土壤中设计并行道提供了关键指导.
更多相关视频
06:34Finite Element Modeling for the Simulation of the Quasi-Static Compression of Corrugated Tapered Tubes
Published on: January 6, 2023
1.6K
09:00Visualization of Failure and the Associated Grain-Scale Mechanical Behavior of Granular Soils under Shear using Synchrotron X-Ray Micro-Tomography
Published on: September 29, 2019
13.2K
相关概念视频
Behavior of Concrete Under Compressive Load
123
Concrete exhibits specific behaviors under different compressive loads. Understanding this is crucial for understanding its structural integrity. When concrete undergoes uniaxial compression, it tends to develop cracks that run parallel to the direction of the force. These parallel cracks stem from localized tensile stresses that occur perpendicular to the compression direction. Additionally, angled cracks may appear due to the formation of shear planes.
As the concrete specimen fractures under...
As the concrete specimen fractures under...
123
Thin-Walled Hollow Shafts
155
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...
155
Beams with Unsymmetric Loadings
101
Analyzing a supported beam under unsymmetrical loadings is essential in structural engineering to understand how beams respond to varied force distributions. This analysis involves calculating the deflection and identifying points where the slope of the beam is zero, which are crucial for ensuring structural stability and functionality.
The first moment-area theorem determines the slope at any point on the beam. This theorem indicates that the change in slope between two points on a beam...
The first moment-area theorem determines the slope at any point on the beam. This theorem indicates that the change in slope between two points on a beam...
101
Stresses under Combined Loadings
131
When analyzing a bent tube with a circular cross-section subjected to multiple forces, it is crucial to determine the stress distribution in order to maintain structural integrity under varied load conditions.
The process begins by slicing the tube at critical points and analyzing the internal forces and stress components at these sections, focusing on the centroid. Normal stresses, generated by axial forces and bending moments, are either compressive or tensile and vary across the section from...
The process begins by slicing the tube at critical points and analyzing the internal forces and stress components at these sections, focusing on the centroid. Normal stresses, generated by axial forces and bending moments, are either compressive or tensile and vary across the section from...
131
Maximum Deflection
410
When analyzing beams under unsymmetrical loads, such as a train moving on a bridge, it is crucial to accurately determine the points of maximum stress and deflection. The process involves identifying the maximum deflection of the beam, which may not always occur at its midpoint due to the uneven distribution of the load.
The maximum deflection occurs at a specific point, known as point O, where the tangent to the deflection curve is horizontal. To find point O, the slope of the tangent at any...
The maximum deflection occurs at a specific point, known as point O, where the tangent to the deflection curve is horizontal. To find point O, the slope of the tangent at any...
410
Eccentric Axial Loading in a Plane of Symmetry
145
Eccentric axial loading occurs when an axial load is applied away from the centroidal axis of a structural member. This scenario is common in engineering, where structural elements may not be directly aligned due to various design or functional requirements.
145
