根据流体-固体合理论,研究基础挖掘和支的变形定律
Rongyu Xia1, Zhizhong Zhao1, Risheng Wang1
1School of Transportation Civil Engineering, Shandong Jiaotong University, Jinan 250357, China.
Sensors (Basel, Switzerland)
|January 23, 2024
概括
与外部系统相比,内部挖掘支持系统显著减少了34.5%的变形. 水位是影响挖掘变形的主要因素,其次是透性和土壤层.
科学领域:
- 地质技术工程 地质技术工程
- 土木工程 土木工程是指土木工程.
- 环境工程 环境工程
背景情况:
- 挖掘和支结构因地下水透和土壤压力而面临变形挑战.
- 了解这些因素对于结构稳定性和安全性至关重要.
研究的目的:
- 调查地下水透和土壤压力对挖掘变形的影响.
- 建立早期预警门和最佳的脱水策略,以支持挖掘.
主要方法:
- 使用Plaxis进行有限元模拟分析,探索关键因素.
- 整合不利因素以确定门和战略.
- 在现场用无线传感器进行现场测试以验证.
主要成果:
- 与外部杆系统相比,内部支系统减少了34.5%的变形.
- 影响变形的关键因素:水位 (35.5%) > 透系数 (17.62%) > 挖掘层 (11.4%).
- 高水位,高透性和多层土壤是最不利的.
结论:
- 内部支系统为挖掘提供了卓越的稳定性.
- 建立了早期预警门和最佳的脱水策略 (0.5米以下挖掘面).
- 有限元模型在流体结构相互作用分析中表现出高精度.
相关概念视频
Relation between Poisson's ratio, Modulus of Elasticity and Modulus of Rigidity
267
Deformation occurs in axial and transverse directions when an axial load is applied to a slender bar. This deformation impacts the cubic element within the bar, transforming it into either a rectangular parallelepiped or a rhombus, contingent on its orientation. This transformation process induces shearing strain. Axial loading elicits both shearing and normal strains. Applying an axial load instigates equal normal and shearing stresses on elements oriented at a 45° angle to the load axis.
267
Generalized Hooke's Law
937
The generalized Hooke's Law is a broadened version of Hooke's Law, which extends to all types of stress and in every direction. Consider an isotropic material shaped into a cube subjected to multiaxial loading. In this scenario, normal stresses are exerted along the three coordinate axes. As a result of these stresses, the cubic shape deforms into a rectangular parallelepiped. Despite this deformation, the new shape maintains equal sides, and there is a normal strain in the direction of the...
937
Deformation of Member under Multiple Loadings
165
When a rod is made of different materials or has various cross-sections, it must be divided into parts that meet the necessary conditions for determining the deformation. These parts are each characterized by their internal force, cross-sectional area, length, and modulus of elasticity. These parameters are then used to compute the deformation of the entire rod.
In the case of a member with a variable cross-section, the strain is not constant but depends on the position. The deformation of an...
In the case of a member with a variable cross-section, the strain is not constant but depends on the position. The deformation of an...
165
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
Dynamic Modulus of Elasticity of Concrete
348
The dynamic modulus of elasticity assesses how a concrete structure deforms under impact or dynamic loads. It is typically higher than the static modulus of elasticity, measured under slow, steady loading conditions.
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by...
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by...
348
Residual Stresses in Bending
175
In the study of elastoplastic members subjected to bending moments, understanding the loading and unloading phases is crucial for assessing material behavior and structural integrity. During the loading phase, as the bending moment increases, the material initially responds elastically, adhering to Hooke's Law, where stress is directly proportional to strain. When the load exceeds the yield strength, plastic deformation occurs, resulting in permanent strain and deformation that remains even...
175


