killswitchengage
Geotechnical
- Jan 5, 2015
- 364
Hi
One friend of mine brought a question to me about the shear test apparatus . He asked why the load applied to the soil specimen via the load hanger system turn out to be 10 times greater then the actual force introduced using the plates ? in other words does the leaver arm multiply the load or is there a configuration in the apparatus that does ?
sorry for my English
One friend of mine brought a question to me about the shear test apparatus . He asked why the load applied to the soil specimen via the load hanger system turn out to be 10 times greater then the actual force introduced using the plates ? in other words does the leaver arm multiply the load or is there a configuration in the apparatus that does ?
sorry for my English