对平衡双排堆变形对弱层参数的敏感性分析
Qiongyi Wang1, Yungang Niu2, Fenghai Ma3,4
1School of Mechanics and Engineering, Liaoning Technical University, Fuxin, 123000, China.
Scientific reports
|November 23, 2023
概括
较弱的土壤参数在深度挖掘中显著影响平衡的双排堆变形. 凝聚力是关键因素,其次是内部摩擦角和弹性模量.
科学领域:
- 地质技术工程 地质技术工程
- 深度基础工程 深度基础工程
- 土壤力学 土壤力学
背景情况:
- 深层基础坑需要坚固的堆设计,以减轻土壤变形.
- 在复杂的城市环境中,平衡的双排是常见的解决方案.
- 了解土壤参数灵敏度对于准确的变形预测至关重要.
研究的目的:
- 为了研究弱土壤参数对平衡双排堆变形的敏感性.
- 量化凝聚力强度,内部摩擦角和弹性模量对堆行为的影响.
- 为地质工程师在深度挖掘项目的参数选择方面提供实际指导.
主要方法:
- 使用有限元分析进行数值模拟.
- 来自深深层基础坑项目现场测量.
- 参数变化的直角实验设计.
- 理论分析以确定参数-变形关系和灵敏度因子.
主要成果:
- 堆变形表现出翻转的模式,随着深度的下降,并在堆顶部达到峰值,这是由于平衡平台的原因.
- 数字模拟与现场测量密切匹配,验证了分析模型.
- 凝聚力 (C) 被确定为最关键的参数,其次是内部摩擦角度 (φ),然后是弹性模量 (E).
结论:
- 凝聚力是主要的弱土壤参数,影响平衡的双排堆变形.
- 内部摩擦角和弹性模量发挥着重要的作用,尽管较小.
- 该研究提供了一个验证的框架,用于在深度挖掘项目中评估弱土壤参数灵敏度.
相关概念视频
Design of Columns under a Centric Load
122
The design of columns under centric load is a fundamental aspect of structural engineering and is critical for ensuring the stability and integrity of structures. Euler's and Secant's formulas are central to understanding and calculating the critical load and deformation behaviors of columns, providing a basis for safe and effective structural design.
Euler's formula is applicable under the assumption that the column is a perfect, straight, homogenous prism, and it is operating...
Euler's formula is applicable under the assumption that the column is a perfect, straight, homogenous prism, and it is operating...
122
Eccentric Loading
389
Eccentric loading is a crucial concept in the study of structural engineering and mechanics, particularly when analyzing the stability and stress distribution in columns. Unlike centric loading, where the force is applied along the centroidal axis, causing uniform compression, eccentric loading occurs when a force is applied off-center. This off-center application introduces not only direct compressive stress but also bending stress, significantly influencing the column's behavior under...
389
Temperature Dependent Deformation
149
In a nonhomogeneous rod made up of steel and brass, restrained at both ends and subjected to a temperature change, several steps are involved in calculating the stress and compressive load. Due to the problem's static indeterminacy, one end support is disconnected, allowing the rod to experience the temperature change freely. Next, an unknown force is applied at the free end, triggering deformations in the rod's steel and brass portions. These deformations are then calculated and added...
149
Beams with Unsymmetric Loadings
122
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...
122
Method of Superposition
887
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...
887
Design of Columns under an Eccentric Load
552
Designing columns to withstand eccentric loads is a critical aspect of structural engineering, ensuring structures can support off-center loads without failure. This design process must account for the additional normal stresses introduced by eccentric loading, which can significantly influence a column's stress distribution and overall stability. An eccentric load applied to a column induces normal stresses that can be conceptualized as a combination of stresses due to an equivalent...
552


