SOIL：MECHANICAL TEST
MIS-288-1-01/02
This apparatus automatically rams specimens in order to determine "dry density - water content curve", "maximum dry density", and "appropriate water content curve" of the soil that has been passed 37.5 mm sieve.
MIS-233-1-04
This direct shear apparatus conforms to the Japanese Geotechnical Society standard.
MIS-233-1-05
This direct shear apparatus conforms to the Japanese Geotechnical Society standard.
MIS-233-1-66
This testing apparatus determines the repetitive undrained shear characteristics of sandy soil.
MIS-233-1-63
This apparatus measures the residual strength of soil by replicating phenomenon on the ground generated by landslides and slope failures.
MIS-233-1-75
This apparatus replicates rapid changes of the effective stress generated by earthquakes or other events, and is appropriate for research of rapid landslide such as avalanche of earth and rocks.
MIS-235-1-03
This apparatus is for acquiring strength parameter of the soil and is appropriate for experiments of students and soil testings.
MIS-235-1-20
This apparatus estimates liquefaction strength and deformation properties of the soil by repetitive active stress for assumed earthquakes etc. under an undrained condition.
MIS-239-1-71
This testing apparatus measures the relations of the torsional shear strength, shearing stress, and corresponding shearing strain of consolidated soil.
MIS-235-1-76
This apparatus is designed to automatically perform the whole testing process "providing side liquid, adding back pressure and cell pressure, and consolidating and axial compression" with four gang simultaneous loading.