Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Study of the Effect of Grouting Material Strength on Semiflexible Pavement Material

View through CrossRef
In this study, cement mortars with different strengths are poured into the large void matrix asphalt macadam material as a semiflexible pavement (SFP) material and the experimental research is carried out. The current research on SFP is mainly focused on the performance of grouting materials and the influence of grouting matrix materials on the overall mechanical properties of SFP and road performance. However, there are some flaws in the study of the influence of grouting material strength on the performance of SFP materials: the difference between the strengths of the selected grouting materials is relatively small, and in some studies, the chosen grouting material strength is low, which leads to insignificant improvements of SFP material performance; besides, the research indicators are also not very comprehensive. In this study, cement grouting asphalt macadam materials are selected as the research object to examine the effect of grouting material strength on the mechanical properties and road performance of SFP materials. Grouting materials with strengths of 19.8 MPa, 30.7 MPa, and 40.2 MPa were poured into the matrix asphalt macadam with a target void ratio of 24% and asphalt content of 2.9% to prepare the corresponding SFP test specimens. The SFP specimens were then subjected to the compressive test, flexural and tensile test, high-temperature stability test, and low-temperature crack resistance test, and the compressive resilient modulus was measured, thereby analyzing the effect of the cement slurry strength on the cement grouting asphalt macadam materials. The results show that when the strength of the cement mortar is 19.8 MPa, 30.7 MPa, and 40.2 MPa, the corresponding SFP material has better mechanical properties. When the strength of the grouting material is 40.2 MPa, the compressive strength of the SFP material is about the same as that of the grouting material. The strength is more than double that of 19.8 MPa and 30.7 MPa, and the flexural tensile strength and elastic modulus also have the above growth laws. The low-temperature crack resistance and high-temperature stability of the SFP material are enhanced with the increase in the strength of the grouting material. When the strength of the grouting material is 40.2 MPa, the mechanical properties and road performance of the SFP material are relatively better. This study provides a reference for strengthening the mechanical properties of SFP materials and boosting the crack resistance of SFP.
Title: Study of the Effect of Grouting Material Strength on Semiflexible Pavement Material
Description:
In this study, cement mortars with different strengths are poured into the large void matrix asphalt macadam material as a semiflexible pavement (SFP) material and the experimental research is carried out.
The current research on SFP is mainly focused on the performance of grouting materials and the influence of grouting matrix materials on the overall mechanical properties of SFP and road performance.
However, there are some flaws in the study of the influence of grouting material strength on the performance of SFP materials: the difference between the strengths of the selected grouting materials is relatively small, and in some studies, the chosen grouting material strength is low, which leads to insignificant improvements of SFP material performance; besides, the research indicators are also not very comprehensive.
In this study, cement grouting asphalt macadam materials are selected as the research object to examine the effect of grouting material strength on the mechanical properties and road performance of SFP materials.
Grouting materials with strengths of 19.
8 MPa, 30.
7 MPa, and 40.
2 MPa were poured into the matrix asphalt macadam with a target void ratio of 24% and asphalt content of 2.
9% to prepare the corresponding SFP test specimens.
The SFP specimens were then subjected to the compressive test, flexural and tensile test, high-temperature stability test, and low-temperature crack resistance test, and the compressive resilient modulus was measured, thereby analyzing the effect of the cement slurry strength on the cement grouting asphalt macadam materials.
The results show that when the strength of the cement mortar is 19.
8 MPa, 30.
7 MPa, and 40.
2 MPa, the corresponding SFP material has better mechanical properties.
When the strength of the grouting material is 40.
2 MPa, the compressive strength of the SFP material is about the same as that of the grouting material.
The strength is more than double that of 19.
8 MPa and 30.
7 MPa, and the flexural tensile strength and elastic modulus also have the above growth laws.
The low-temperature crack resistance and high-temperature stability of the SFP material are enhanced with the increase in the strength of the grouting material.
When the strength of the grouting material is 40.
2 MPa, the mechanical properties and road performance of the SFP material are relatively better.
This study provides a reference for strengthening the mechanical properties of SFP materials and boosting the crack resistance of SFP.

Related Results

STUDY ON A NEW DESIGN OF GROUTING PUMP FOR MANAGING WATER INRUSH IN KARST TUNNELS
STUDY ON A NEW DESIGN OF GROUTING PUMP FOR MANAGING WATER INRUSH IN KARST TUNNELS
The low flow rate and efficiency of existing grouting pumps such as piston pumps and diaphragm pumps result in difficulty in managing sudden water and slurry discharges. In this st...
Grouting Fractured Coal Permeability Evolution Based on Industrial CT Scanning
Grouting Fractured Coal Permeability Evolution Based on Industrial CT Scanning
Gas extraction from coal seams in China faces various middle-term and long-term problems, such as the poor sealing quality and low extraction rate. The mean gas extraction concentr...
Migration mechanism of grouting slurry and permeability reduction in mining fractured rock mass
Migration mechanism of grouting slurry and permeability reduction in mining fractured rock mass
Abstract In order to solve the water and gas discharge hazard caused by gob water and harmful gases (such as CO), the method of grouting overburden fractures is a...
The mitigation of surface subsidence in coal mines
The mitigation of surface subsidence in coal mines
Overlying-separation layer grouting technology refers to manufacturing grouting by mixing water, fly ash and other materials on ground in proportion, and then injecting into stratu...
Research on the grouting plugging mechanism of layered jointed rock mass based on the time-varying yield stress of grout
Research on the grouting plugging mechanism of layered jointed rock mass based on the time-varying yield stress of grout
Abstract The key to successfully treating water disasters with grouting is the diffusion range and the grout's ultimate efficient retention in the cracks; the gel qualities...
The effect of contact grouting on support load
The effect of contact grouting on support load
Introduction. The paper analyzes contemporary methods of frame support design in permanent workings and reveals that contact grouting has received little attention. Contact groutin...
Study on the macro and micro grouting process and the influence mechanism of cracks in soft coal seam
Study on the macro and micro grouting process and the influence mechanism of cracks in soft coal seam
Abstract Grouting is an important method to reinforce soft coal roadway, and the presence of primary cracks in the coal body has an important influence on the grouting effe...

Back to Top