Overview
TEL : +82-42-350-7202
FAX : +82-42-350-7200
Email : geocentrifuge@kaist.ac.kr
Site area Approx. 1,980㎡
Number of levels Five levels above ground with a basement level
Building area 1,070㎡
Gross floor area 3,328㎡
- Promoting development of innovative technologies in the field of geotechnical engineering
- Safety assessment for large-scale geotechnical structure located in and out of Korea
- Theoretical investigation in the field of geotechnical engineering with high uncertainty
- Seismic performance testing utilizing shaking tables
- Reproduction of stress condition for the ground and geotechnical structures through artificially providing gravitational acceleration
- Simulating stress condition comparable to a ground depth of more than 100m
- Simulating earthquake and dynamic load through centrifuge operation
- Cyclic loading of shallow foundation, shear strength measurement and excavation using in-flight robot
- Underground space excavation
- Predicting subsidence for reclamation projects, and ground improvement testing
- Providing various test opportunities for utilizing shaking table and 4DoF robot
11,500mm(D)×3,850mm(H) Circular safety wall
11,500mm(D)×3,850mm(H) Circular safety wall
Model preparation room, Sand model preparation room, Clay model preparation room, Open-type model preparation room
Producing a model of large-scale geotechnical structure such as dams and slope, and simulating behavior similar to natural phenomena utilizing centrifugal force produced by rotating the model at high speed
Installed in the basket the geotechnical centrifuge equipment, and used for various tests such as material property evaluation, excavation, and cyclic loading of foundation in rotational states
Specifications | X | Y | Z | θZ |
---|---|---|---|---|
Stoke | 1.00m | 0.65m | 0.50m | ±175˚ |
Max. Speed | 50mm/s | 50mm/s | 50mm/s | 5 ˚/s |
Loading | 1.0kN | 1.0kN | 5.0kN | 5Nm |
Installed in the arm section of the geotechnical centrifuge equipment, and producing the same behavior as the earthquake motion
Model test technique for behavior evaluation of geotechnical structure
Simulating stress conditions of deep depth ground utilizing centrifugal acceleration
Evaluating behavior of prototype structure and observing the destruction process in extreme states