三轴试验系统

对于圆柱试件的三轴应力-应变实验：三轴多级试验检测破坏后的反应，稳定或间歇性地增加表面压力是可能的。轴向张力的上升采取力的方式，或者是扩张控制的.用于：长径比为2：1的圆柱形岩心和土心

阿尔法1-2000 S压缩试验机

特别适用于大试件，因为液压可调的十字头可以方便地调整测试区域的高度。建筑材料的压缩试验：混凝土立方体和圆柱体、墙体构件、用未加钢筋的混凝土或轻混凝土制成的石头和构件、砖、砂-石灰砖和构件、陶瓷熟料砖、加气混凝土砌块、空心砌块。

TZ 1000三轴测试系统

阿尔法2-3000 S压缩试验机

岩石试件在伺服液压闭环加载、位移或变形控制上的压缩试验：花岗岩、玄武岩等柱状岩样，比2：1，25，4/50，8/76，2/101，6/127/152，4mm。

阿尔法1-3000 S压缩试验机

阿尔法1-2000压缩试验机

岩石试件压缩试验机具有极高的纵向和横向刚度，在第一次试件断裂时尽量保持材料膨胀。例如，确定岩石的力学参数，如单轴抗压强度、抗拉强度、弹性模量和剪切应变。

Triaxial Test Systems

For triaxial stress-strain experiments on cylindrical specimens: triaxial multistage tests to examine the post-failure reaction, stabilizing or intermittently increasing the surface pressure is possible. The rise in the axial tension takes the path of force or is expansion-controlled. For: cylindrical rock and soil cores with a length/diameter ratio of 2:1

Compression Testing Machine ALPHA 1-2000 S

especially suited for big specimens, as the hydraulically adjustable cross head allows an easy adjustment of test area height. Compression tests on building materials: concrete cubes and cylinders, wall elements, stones and elements made of unreinforced concrete or lightweight concrete, bricks, sand-lime bricks and elements, ceramic clinker bricks, aerated concrete blocks, hollow blocks.

Triaxial Testing System TZ 1000

Compression Testing Machine ALPHA 2-3000 S

Compression tests on rock specimens for load, displacement or deformation control in the closed loop of the servo-hydraulic on: cylindrical rock specimens of granite, basalt etc. In the ratio 2:1 with ? 25,4 / 50,8 / 76,2 / 101,6 / 127 / 152,4 mm

Compression Testing Machine ALPHA 1-3000 S

Compression Testing Machine ALPHA 1-2000

Compression testing machine for testing rock samples 4-column load frame with extremely high longitudinal and transverse stiffness to keep material expansion as low as possible during the first specimen break. For example, to determine rock mechanical parameters such as uniaxial compressive strength, tensile strength, modulus of elasticity and shear strain.