Model Loading System For Similar Material
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Static & Dynamic Loading Test System for Bridge Pile Foundation
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Stratum Simulation Testing System
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Physical Simulation System For Deep Coal/Rock Engineering
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High-speed Railway Subgrade Dynamic Simulation Test System
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Mulltifunctional Tunnel Segments Testing System
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300 Tons High Rigidity Rock Compression Testing Machine
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Dynamic Loading System for Rocking Pile Test
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Dynamic Direct Shear Testing System
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Large Scale Complex Geotechnical Testing System
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Three Degree-of-freedom Loading System for Foundation Engineering
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Catastrophe Geotechnical Event Simulation Testing System
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Main Function:
Applying uniform three-dimensional stress to similar material to simulate the three-dimensional stresses in deep rock masses.The model helps to provide stable loading under simulated excavation and helps in the study of good boundary condition retention capability during unstable physical simulation.
User: Northeastern University - Key Laboratory for Safe Mining in Deep Metal Mines, Ministry of Education
Main Function:
The bridge foundation static/dynamic test system comprises of a model dug-in pit, a four-sided reaction wall constructed around the model pit, movable load frame installed on the reaction force wall, a servo-electric hydraulic multi-channel control system, a water level control system, and a data acquisition system. Together, this model loading system is able to perform three-axis mechanical performance test on the interaction between the bridge foundation and the foundation soil.
User: CCCC Highway Bridges National Engineering Research Centre
Three-dimensional static/dynamics testing system for bridge foundation was designed based on existing laboratory space of the CCCC Highway Bridges National Engineering Research Centre.
Popwil won the first prize for the CCCC Highway Bridges National Engineering Research Centre technical invention based on this testing system.
Main Function:
The model box is made up of prefabricated structure, and a surface load simulating the initial stress field can be applied on from top. Both side walls of the model box is made up of composite structure of loading plate and retaining wall. The retaining wall is responsible for sealing water and preventing leakage. The loading plate passes through the retaining wall and guiding force transmission rod is connected to the external environment. Horizontal load is borne by the column of the load frame.
Model box dimension: length 6m x width 4m x height 4m
User: Beijing University of Civil Engineering and Architecture
Click here to go back to Case Studies menuMain Function:
This physical simulation system is used in the research of ground stress and gas pressure on deep coal and rock tunnel excavation and tunnel support, and coal and gas outburst treatment.
Main Specifications:
User: Chongqing University
Click here to go back to Case Studies menuMain Function:
The high-speed railway subgrade dynamic test system aids the study of track structure, subgrade settlement, and settlement prevention and control methods by simulating the forces acting on the high-speed railway subgrade during high-speed train operation. The simulated train has a maximum speed of 300km/h.
User: Zhejiang University - Ministry of Education Key Laboratory for Soil and Environmental Geotechnics
Main Function:
System is capable of performing one-directional loading, two-directional loading and three-directional loading on shield tunnel segment lining structure (including beams, slabs, etc.), and can be used for design and test research on various shield lining structures.
Main Specifications:
User: Tongji University, Department of Geotechnical Engineering
Main Function:
System is capable of performing one-directional loading, two-directional loading and three-directional loading on tunnel segment joint elastic sealing gasket.
User: Tongji University, Department of Geotechnical Engineering
Main Function:
System is capable of obtaining the full compression curve for rock and high-grade concrete specimen above C50.
User: Tongji University, State Key Laboratory for Concrete Durability
Click here to go back to Case Studies menuMain Specifications:
User: Zhejiang University
Click here to go back to Case Studies menuMain Function:
Can be use for compression and shear test for soil-soil, interfaces-interfaces, and soil-interfaces. It is suitable for teaching and scientific research.
Main Specifications:
User: Tongji University
Main Function:
The electro-hydraulic servo rock-soil shearing system is mainly used for the horizontal shear test on rock bodies with joint bandwidth of 300mm, 200mm and 100mm under vertical load conditions.
Main Specifications:
User: Zhejiang Institute of Technology
Main Function:
Research on technology of cast-in-situ concrete large-diameter pipe pile and composite foundation
Main Specifications:
User: Hohai University
Main Function:
The three-degree-of-freedom test system can apply a vertical load of 100kN (Z direction), a horizontal load of 50kN (X direction), and either a static torque of about 20kNm or 2kNm dynamic torque around the Y axis.
The load can be applied individually, or any combination of the above two degrees of freedom or a composite synchronous or asynchronous load of three degrees of freedom can be applied.
User: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Main Specifications:
User: Zhejiang Sci-Tech University
Main Function:
Main Specifications:
User: Shanghai Jiao Tong University