GDS Back Pressured Shear Box with control of pore water pressure and back pressure control

Is used in determination of strenght and stiffness parameters of soil according to the following standarts- LVS CEN ISO/TS 17892-10:2005 “Geotechnical investigation and testing - Laboratory testing of soil - Part 10: Direct shear tests”

Contacts and Location

Contact 1	Jānis Tērauds
Contact 2	Kaspars Bondars
	Enquire about this equipment
Organisational Unit	Baltijas jūras ģeoloģijas centrs - Latvia, Rīga

Description

Is used in determination of strenght and stiffness parameters of soil according to the following standarts- LVS CEN ISO/TS 17892-10:2005 “Geotechnical investigation and testing - Laboratory testing of soil - Part 10: Direct shear tests”

Specification

Data entry 8 channels, 16 bit wi, 10mV to 10V
Dimensions L= 875mm x W = 350mm
Precision <0.1% FSO
Dispacement limits Vertical = +/- 15mm, horizontal = +/- 25mm
Power 240V or 110V 50/60Hz single branch
Measurement accuracy 16 bit (± 25mm = ± 0.7μm(shear), ±10mm = ±0.3μm (vertical)
Sample dimensions 100mm x 100mm

Services

Funding Source

Other	-

GDS Back Pressured Shear Box with control of pore water pressure and back pressure control

Is used in determination of strenght and stiffness parameters of soil according to the following standarts- LVS CEN ISO/TS 17892-10:2005 “Geotechnical investigation and testing - Laboratory testing of soil - Part 10: Direct shear tests”

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