Evaluating screw-shaft pile composite foundations in round Gravelly soil: A study using model tests and numerical
Tingting Yang1, Weicheng Zheng1, Yongli Xie1
1School of Highway, Chang'an Univ., Xi'an 710064, China.
Heliyon
|October 25, 2023
Summary
This study optimizes screw-shaft pile composite foundations by analyzing geometric parameters. Optimal design enhances bearing capacity and reduces settlement for improved construction and railroad engineering applications.
Area of Science:
- Civil Engineering
- Geotechnical Engineering
- Foundation Design
Background:
- Screw-shaft piles are widely used in construction and railroad engineering for their high bearing capacity and cost-effectiveness.
- Composite foundations utilizing screw-shaft piles require further investigation for optimal design.
- Accurate determination of geometric parameters for piles and cushions is essential for successful foundation design.
Purpose of the Study:
- To comprehensively evaluate the bearing capacity, settlement, and force characteristics of screw-shaft piles.
- To investigate the influence of key geometric parameters on foundation performance.
- To provide insights for optimizing the design of screw-shaft pile composite foundations.
Main Methods:
- A combination of indoor experiments and numerical simulations was employed.
- Key parameters scrutinized include root diameter, pitch, cushion modulus, and the proportion of the threaded portion.
- Performance was evaluated under various conditions to assess bearing capacity and settlement.
Main Results:
- Optimal side resistance for screw-shaft piles was achieved at a threaded section length of 0.44-0.55 times the pile length (L).
- Decreasing pitch enhances bearing capacity, with optimal performance at a pitch approximately equal to the diameter (D).
- Thread widths between 0.58D and 0.67D significantly reduced stress concentrations by ~22% compared to 0.5D, and a cushion modulus of 40-60 MPa minimized settlement.
Conclusions:
- The study provides critical insights for optimizing screw-shaft pile composite foundation design.
- Findings offer valuable guidance for engineers in selecting optimal geometric parameters for enhanced performance.
- The research contributes to the advancement of efficient and reliable foundation design in civil engineering projects.
Related Concept Videos
Slump Test
238
The slump test is a widely used method to measure the workability of concrete. It employs a 12-inch high truncated cone mold that tapers from eight inches at the base to four inches at the top. Before testing, the mold is securely attached to a flat base and dampened.
Concrete is poured into the mold in three layers to conduct the test. Each layer is compacted 25 times with a steel tamping rod, which has a five-eighths-inch diameter and a rounded end, to ensure even distribution and eliminate...
Concrete is poured into the mold in three layers to conduct the test. Each layer is compacted 25 times with a steel tamping rod, which has a five-eighths-inch diameter and a rounded end, to ensure even distribution and eliminate...
238
Behavior of Concrete Under Compressive Load
183
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...
183
Impact Strength of Concrete
217
Impact strength in concrete is a critical measure that reflects the material's capability to endure the forces applied during pile driving and when supporting machinery foundations that experience impulsive loads. It is also essential when handling precast concrete components to prevent accidental damage. The impact strength is assessed by observing the concrete's resistance to repeated impacts and energy absorption capacity. A key indicator of significant damage to concrete is when it...
217
Design of Transmission Shafts - Stress Analysis
379
Designing a transmission shaft requires a thorough understanding of the stresses induced by bending moments and torques, especially in systems where power is transferred through gears. These forces create force-couple systems at the centers of the shaft's cross-sections, leading to both transverse and torsional loading. Although shearing stresses from transverse loads are typically smaller than those from torques and are often overlooked, the significant normal stresses from these loads...
379
Screw: Problem Solving
422
In mechanical engineering, the interaction between a threaded screw shaft and a plate gear involves analyzing the resisting torque on the plate gear that can be overpowered when a specific torsional moment is applied to the shaft. To better comprehend this concept, consider a generic situation with a threaded screw shaft with a given mean radius and lead and a plate gear with a specified mean radius. The coefficient of static friction between the screw and gear is also provided.
To evaluate the...
To evaluate the...
422
Residual Stresses in Circular Shafts
179
In materials that exhibit elastic and plastic behavior, known as elastoplastic materials, residual stresses can accumulate when these materials experience plastic deformation. This deformation arises from either high levels of shearing stress or significant strains. Residual stresses are internal stresses that persist within a material after removing the external force causing deformation. This phenomenon is demonstrated when observing the behavior of a shaft under torque; notably, the...
179


