Dear All,
Can anyone briefly provide me on how to estimate the field intact strenth of material(MPa or KPa) from open hole drilling and gephysically logged (i.e. available data only: SD and GR_).I am currently reviewing the drill log data that only show the Gama Ray (GR) and Specific Density...
Dear All,
Can anyone briefly provide me on how to estimate the field intact strenth of material(MPa or KPa) from open hole drilling and gephysically logged (i.e. available data only: SD and GR_).
I am currently reviewing the drill log data that only show the Gama Ray (GR) and Specific Density...
Dear All,
Can anyone briefly provide me on how to estimatethe filed intact strangeth of material(MPa or KPa) from open hole and logged gephysically (i.e. SD and GR.
I am currently revieiwing the drill log data that only show the Gama Ray (GR) and Specific Density (SD) magnitude and its graphs...
Dear CVG or else..
I plan to constuct conventional (excavator digging) of Open Channel with 800m long along the coal mine low wall face.
Designed Open Channel dimension:
Base width = 2m
Top width = 6m
Channel Height = 6m
Expected flow depth = 4m
Side slope Channel = 60 deg.
Side slope Channel...
Dear Colleagues...I am currently facing a project that is constructing a 800m long of open channel along the low wall face of the coal mine? It would be appreciated, if someone can share me of the similar type of this project. Especially concerning with the stability of the low wall it self as...
Thnaks and understood this doesn't good idea.
perhaps any experience/advice in simliar type of "engineering" solution for constrcutinge open channel along the low wall face?
Colleagues...
I am currently facing a project that is constructing a 800m long of open channel along the low wall face of the coal mine? Would be appreciated, if someone can share me of the similar type of this project. Especially concerning with the stability of the low wall it self as it will...
