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

Steel Plastic Geogrid Performance Testing and its Application in the Reduction of Spring Back of Shotcrete

View through CrossRef
In order to solve the problems of high springback of sprayed concrete and high dust concentration in the boltnetting support of underground engineering, research the mechanical properties of steel plastic geogrid and analyze the application of steel plastic geogrid replacing the metal net in the reduction of concrete through theoretical study, laboratory test, field test and contrast analysis, thus got the conclusion that: (1) Through the analysis of influence factors of the springback of surrounding rock supporting sprayed concrete, classification is carried on with the sampling survey method. The interaction between the metal net and concrete is the main factor to influence the springback of the concrete. (2) Study the performance differences of the steel plastic geogrid and the metal net. With the advantages of tensile strength, strong durability and injection connection, steel plastic geogrid has stronger applicability, safety and stability in adjusting the stress of the surrounding rock of the roadway and coordinating its deformation. (3)Through the tensile test and the deflection test, study the relationship between the tensile strength and external load under different aperture, thus establish the relation curve between the maximum deflection and load. (4) Through the roadway engineering construction and the analysis of the data of the field test, steel plastic geogrid can greatly reduce the springback of sprayed concrete which can guide the design and construction of underground bolt-netting support engineering.
Title: Steel Plastic Geogrid Performance Testing and its Application in the Reduction of Spring Back of Shotcrete
Description:
In order to solve the problems of high springback of sprayed concrete and high dust concentration in the boltnetting support of underground engineering, research the mechanical properties of steel plastic geogrid and analyze the application of steel plastic geogrid replacing the metal net in the reduction of concrete through theoretical study, laboratory test, field test and contrast analysis, thus got the conclusion that: (1) Through the analysis of influence factors of the springback of surrounding rock supporting sprayed concrete, classification is carried on with the sampling survey method.
The interaction between the metal net and concrete is the main factor to influence the springback of the concrete.
(2) Study the performance differences of the steel plastic geogrid and the metal net.
With the advantages of tensile strength, strong durability and injection connection, steel plastic geogrid has stronger applicability, safety and stability in adjusting the stress of the surrounding rock of the roadway and coordinating its deformation.
(3)Through the tensile test and the deflection test, study the relationship between the tensile strength and external load under different aperture, thus establish the relation curve between the maximum deflection and load.
(4) Through the roadway engineering construction and the analysis of the data of the field test, steel plastic geogrid can greatly reduce the springback of sprayed concrete which can guide the design and construction of underground bolt-netting support engineering.

Related Results

Examining the Anisotropic Strength of Plain and Steel Fiber Reinforced Shotcrete
Examining the Anisotropic Strength of Plain and Steel Fiber Reinforced Shotcrete
ABSTRACT: Shotcrete, a crucial component for initial rock support in underground mining and civil projects, significantly influences the adequacy of support syste...
EMPIRICAL ANALYSIS OF FIBER REINFORCED SHOTCRETE
EMPIRICAL ANALYSIS OF FIBER REINFORCED SHOTCRETE
<p><em>In recent years, the use of fiber-reinforced concrete has increased significantly, with significant progress being made in terms of quality and a...
The Mechanical Property of Bidirectional Geogrid and its Application Research in Retaining Wall Design
The Mechanical Property of Bidirectional Geogrid and its Application Research in Retaining Wall Design
The introduction and rise of new geotechnical composite material greatly promote the development of civil engineering construction. Studying the mechanical properties of bidirectio...
Analysis of impacting factors for soil-cement column combined high strength geogrid
Analysis of impacting factors for soil-cement column combined high strength geogrid
Soil-cement column combined with geogrid on top or Geogrid Reinforced Pile Supported (GRPS), is used to construct structures on soft ground. Because of its high tensile capacity, t...
Experimental study on the utilization of Fly ash solid waste in tunnel shotcrete materials
Experimental study on the utilization of Fly ash solid waste in tunnel shotcrete materials
AbstractFly ash has emerged as a prominent solid waste in China, leading to various environmental concerns and posing a threat to the health of living organisms, including humans. ...
Stability analysis of composite I-shaped masonry reinforced retaining wall
Stability analysis of composite I-shaped masonry reinforced retaining wall
Based on the actual project, the influence of geogrid on the stability of the retaining wall of the single-layer masonry reinforced retaining wall is studied through field test and...
Role of geogrids in load transfer of pile-supported embankments
Role of geogrids in load transfer of pile-supported embankments
A series of physical model tests on a geosynthetic-reinforced pile-supported (GRPS) embankment were performed in the laboratory to investigate the role of a geogrid on the load tra...
ANALISIS STABILITAS LERENG DENGAN GEOGRID DAN BRONJONG
ANALISIS STABILITAS LERENG DENGAN GEOGRID DAN BRONJONG
Lokasi penelitian ini berada Purwakarta dimana lokasi konstruksi peternakan ini berada tepat di tepi lereng tebing. Kondisi stabilitas lereng pada lokasi penelitian ini tidak stabi...

Back to Top