FIELD: testing equipment.
SUBSTANCE: invention refers to determination of strength and deformation properties. Specimen in watertight rubber covering is placed in sealed chamber of triaxial compression. Chamber is filled with working fluid, air is removed from it and valve is closed. Then specimen is refilled with fluid and is subjected to limited all-around compression. First stage of axial pressure is applied to upper die. When relative stabilisation is achieved specimen is additionally subjected to cyclical axial load till relative stabilisation of specimen. Next test stage is started. Tests are performed till specimen is destroyed. As power mechanism of axial load pneumatic cylinder is used, and additional cyclical alternating sinusoidal load applied to upper die is provided by simultaneous successive synchronous generation of pressure differential in upper and lower chambers of pneumatic cylinder using electronic control unit. Protruding lower end of rod of pneumatic cylinder is provided with autonomous controlled electric actuator.
EFFECT: provision of consideration of real factors of impact on construction footing.
4 cl, 1 dwg
Title | Year | Author | Number |
---|---|---|---|
METHOD OF SHEAR TEST OF SOIL WITH SIMULTANEOUS DETERMINATION OF POROUS PRESSURE AND DEVICE FOR ITS IMPLEMENTATION | 2009 |
|
RU2432572C2 |
METHOD FOR LABORATORY DETERMINATION OF STRENGTH AND DEFORMABILITY OF MATERIALS UNDER CONTROLLED TRIAXIAL LOAD AND DEVICE FOR IMPLEMENTING SAID METHOD | 2009 |
|
RU2421705C2 |
METHOD AND DEVICE FOR GROUND SHEARING TEST PERFORMING ALONG WITH PORE PRESSURE DETERMINATION | 2004 |
|
RU2275628C2 |
INSTRUMENT OF TRIAXIAL COMPRESSION WITH MEASUREMENT OF CONTACT STRESSES | 2011 |
|
RU2467305C1 |
INSTALLATION FOR TESTING GROUND SAMPLES FOR THREE-AXES COMPRESSION | 0 |
|
SU1425516A1 |
DEVICE FOR DETERMINING SUFFUSION RESISTANCE AND DEFORMATION PROPERTIES OF SOILS AND METHOD FOR ITS USE | 2022 |
|
RU2787325C1 |
METHOD OF SOILS MECHANICAL PROPERTIES DETERMINING | 2015 |
|
RU2600494C2 |
METHOD OF DETERMINING PLASTIC LIMIT (Wp) OF CLAY SOIL BY COMPACTION AND DEVICE TO THIS END | 2009 |
|
RU2453840C2 |
INSTRUMENT OF TRIAXIAL COMPRESSION | 2010 |
|
RU2418283C1 |
DEVICE FOR TESTING OF GROUND | 2007 |
|
RU2332664C1 |
Authors
Dates
2010-02-20—Published
2007-04-16—Filed