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Soilworks products are the industry’s top standard due to our insistence on creating high performance soil stabilization and dust control products that stand up to rigorous testing – both in the lab and in the field. Our commitment to quality and performance has led to our involvement and testing in hundreds of real-world situations. The following library of reports, presentations, specifications, approvals and other similar documents provide you, our customer, the transparency and dependable assurance that is expected from Soilworks.
REPORT OF THE BENCH IMPACT : Measured Waves with Spectrum and Computation of RMS and AQ
1) Meaning of data
Reported quantities:
RSM: is the Rock Strength Measure, referred with earth dynamics to the Laboratory Test for 1 Sample of Sector 1 and its asymmetric speed record in Z and X directions composed as v1-v2to give the Shear Strength Q.
Average Quality: is the Percentage Quantity of the Bench surely better then 1 Bench previously commercialized of Sector 1 with measured v1 and v2 in Z and X directions. Reference:
Eng. M.Sc. PhD Roberto Tamagnini
Certified E-mail: r.tamagnini@pec.ording.roma.it
2) Schematic representation of RSM and AQ.
Figure 1 principle of the Rock Quality definition and Amount of Quality
Figure 2 Quarry division in Sector
|
Caractheristic |
Value |
|
Bench Number: 1 Quarry Zone : 2 |
Comparison with: Bench 1 Quarry Zone: 1 |
|
Maximum Value in the Frequency Domain (FFT) |
0.15 mm/sec at 0,1 Hz |
|
Maximum value of Non Symmetrical Speed DEVIATION |
1.0 mm/sec at time t0= 0 second |
|
Maximum value of Vertical Speed (Z axis – blue) |
1.1 mm/s |
|
Maximum value of Horizontal Speed (X axis – green) |
” – 0.1ǁ mm/s |
|
Rock Strenght Measure -Rerefence Area 1 Zone 1 |
RSM Qmeasured / Qreference = 1.2 (plus 20% *) |
|
Avarage Quality – Rerefence Area 1 Zone 1 |
AQ (Ameasured – Areference)/Ameasured = 0.6 (60% plus *) |
|
Impact time – date: |
01/01/2020 – Signature Director of Quarry: |
1) Meaning of data
Reported quantities:
RSM: is the Rock Strength Measure, referred with earth dynamics to the Laboratory Test for 1 Sample of Sector 1 and its asymmetric speed record in Z and X directions composed as v1-v2to give the Shear Strength Q.
Average Quality: is the Percentage Quantity of the Bench surely better then 1 Bench previously commercialized of Sector 1 with measured v1 and v2 in Z and X directions. Reference:
Eng. M.Sc. PhD Roberto Tamagnini
Certified E-mail: r.tamagnini@pec.ording.roma.it
2) Schematic representation of RSM and AQ.
Figure 1 principle of the Rock Quality definition and Amount of Quality
Figure 2 Quarry division in Sector
|
Caractheristic |
Value |
|
Bench Number: 1 Quarry Zone : 2 |
Comparison with: Bench 1 Quarry Zone: 1 |
|
Maximum Value in the Frequency Domain (FFT) |
0.15 mm/sec at 0,1 Hz |
|
Maximum value of Non Symmetrical Speed DEVIATION |
1.0 mm/sec at time t0= 0 second |
|
Maximum value of Vertical Speed (Z axis – blue) |
1.1 mm/s |
|
Maximum value of Horizontal Speed (X axis – green) |
” – 0.1ǁ mm/s |
|
Rock Strenght Measure -Rerefence Area 1 Zone 1 |
RSM Qmeasured / Qreference = 1.2 (plus 20% *) |
|
Avarage Quality – Rerefence Area 1 Zone 1 |
AQ (Ameasured – Areference)/Ameasured = 0.6 (60% plus *) |
|
Impact time – date: |
01/01/2020 – Signature Director of Quarry: |
Copyright Soilworks, LLC 2003-. All Rights Reserved. Soilworks®, Soiltac®,
Gorilla-Snot®, and Durasoil® are registered trademarks of Soilworks, LLC.
Copyright Soilworks, LLC 2003-. All Rights Reserved. Soilworks®, Soiltac®,
Gorilla-Snot®, and Durasoil® are registered trademarks of Soilworks, LLC.
