On the soil investigation report it was noted that, the soil could hardly be scratched with a pick and to break a sample
Posted: Wed Jun 08, 2022 7:03 am
- On The Soil Investigation Report It Was Noted That The Soil Could Hardly Be Scratched With A Pick And To Break A Sample 1 (145.74 KiB) Viewed 62 times
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On the soil investigation report it was noted that, the soil could hardly be scratched with a pick and to break a sample length about 150mm geologist's pick was required. A soil sample was then prepared for testing under Point load index test. The sample had a radius of 100mm, and while loaded on the equipment for testing it showed a load deformation response as below, 250 200 150 100 50 0 3 4 5 6 7 8 Deformation (mm) Load (kN) 0 1 2 9
On the soil investigation report it was noted that, the soil could hardly be scratched with a pick and to break a sample length about 150mm geologist's pick was required. A soil sample was then prepared for testing under Point load index test. The sample had a radius of 100mm, and while loaded on the equipment for testing it showed a load deformation response as below, 250 200 150 100 50 0 3 4 5 6 7 8 Deformation (mm) Load (kN) 0 1 2 9
On the soil investigation report it was noted that, the soil could hardly be scratched with a pick and to break a sample length about 150mm geologist's pick was required. A soil sample was then prepared for testing under Point load index test. The sample had a radius of 100mm, and while loaded on the equipment for testing it showed a load deformation response as below, 250 200 150 100 50 0 3 4 5 6 7 8 Deformation (mm) Load (kN) 0 1 2 9
On the soil investigation report it was noted that, the soil could hardly be scratched with a pick and to break a sample length about 150mm geologist's pick was required. A soil sample was then prepared for testing under Point load index test. The sample had a radius of 100mm, and while loaded on the equipment for testing it showed a load deformation response as below, 250 200 150 100 50 0 3 4 5 6 7 8 Deformation (mm) Load (kN) 0 1 2 9