Geotechnical Instrument

Geotechnical instruments are specifically designed for the analysis of soil and rock properties. They play a vital role in civil engineering projects, mining operations, and construction works. Examples of geotechnical instruments are shear vane testers, cone penetration testers, and piezometers. Shear vane testers measure the shear strength of soil, which is essential for foundation design. Cone penetration testers provide information about soil stratigraphy and bearing capacity. Piezometers are used to monitor groundwater pressure.

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PRODUCTS BLOG

UGL-3C


Intelligent Real-time Monitoring Seismograph Three Components 5Hz Geophone 190V/m/s Sensitivity

GN309


Low Noise Level High Precision Seismograph Single Component 2Hz Geophone 260V/m/s Sensitivity

EQ206


Wireless Portable Nodal Seismograph Single Component 5Hz Geophone 190V/m/s Sensitivity

Seisprb-3C


High Precision Positioning Nodal Seismograph Three Components 5Hz Geophone 190V/m/s Sensitivity

Real-time Monitoring System in the Yangbi MS6.4 Aftershock Monitoring


A real-time AI-assisted seismic monitoring system based on new nodal stations with 4G telemetry and its application in the Yangbi MS6.4 aftershock monitoring in southwest China

Application of Microtremor Survey Technology in a Coal Mine Goaf


Chuantao Yu *, Zheng Wang and Mingyu Tang College of Mining Engineering, Taiyuan University of Technology, Taiyuan 030024, China * Correspondence: yuchuantao@tyut.edu.cn

M4.7 Earthquake Seismogenic Structure and Seismic Environment Study


Preliminary study of the tectonic structure and seismogenic environment of the M4.7 Feidong earthquake sequence on September 18, 2024 in Hefei

UGL-3C Real-time Monitoring of Induced Seismicity in the Baihetan Area


Real-Time Local Shear-Wave Splitting Measurement: Application to the Vicinity of the Baihetan Hydropower Plant

Case sharing | Application of dense array in hidden disasters in non-metallic mines


Operation results: consistent with known drilling data, and the spatial position and morphology of the weak layer in the broken zone are more intuitively depicted with a three-dimensional structure

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