Difference between revisions of "Underground working"

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Beside preservation for later research the "drilling cores" can be stored as structural building material where maximum material strength is not of importance or as mass giving filler material in more sturdy and lighter diamondoid metamaterial building materials or in thinner slices as decorative pieces (e.g. diamond encased granite). If both the excavated volume and the built up volume isn't needed anymore the cores could be put back to their origin almost restoring the natural state of the lithosphere (of course on the very long term movements of the ground will complicate things).
 
Beside preservation for later research the "drilling cores" can be stored as structural building material where maximum material strength is not of importance or as mass giving filler material in more sturdy and lighter diamondoid metamaterial building materials or in thinner slices as decorative pieces (e.g. diamond encased granite). If both the excavated volume and the built up volume isn't needed anymore the cores could be put back to their origin almost restoring the natural state of the lithosphere (of course on the very long term movements of the ground will complicate things).
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Sidenote: There is a vague similarity to [[microcomponents]].
  
 
== Ultra-deep underground working - far term ==
 
== Ultra-deep underground working - far term ==

Revision as of 14:10, 4 May 2016

This article is a stub. It needs to be expanded.

Today any kind of underground work (especially in hard rock) is very time consuming and energy extensive. With APM technology this may change radically. Astonishing digging and cutting speeds should be possible.

Basic characteristics of advanced atomically precise diamondoid underground working systems

With APM technology one could make cutting saw-blades that:

With atomically precise diamondoid saw blade systems (many small scale blades) big sized chunks of soil (e.g. liter to cubic meter) could be cut out both carefully preserving their interior structure and fast because less material and thus less chemical bonds are broken. The then following transport to the surface can be made very energy efficient with infinitesimal bearing rails that are included in the wall sealing and support structure.

Transport of sealed soil blocks

It's hard to have the block size almost equal to the digging channel size when the cuts are just micrometers thick and the blocks meters in size. For this to work the ground must be out of perfectly self supporting rock and the drill channel must have very consistent cross section. It could be like a bore hole with no or very low bending radius. Digging out just a bunch of almost perfect meter sized cubes and sliding them out through channels almost exactly the same size moving them along micrometer sharp 90° corners is probably impractical. The problem: full stops of motion at those turns due to the high inertial mass of the huge blocks and potential deformation of the blocks due to very thin hull and potentially unstable interior material. This can be limited to the initial straight move just after the cutting process when the cubes are made smaller than (e.g. one third the size of) the transport channel.

Preserving geological history stored in the lithosphere

Although the Lithosphere does not grow back in reasonable amounts of time like plants do today (2016) the lithosphere is one of the least protected things. Our current technology is just not powerful enough to endanger it. With advanced atomically precise technology this might drastically change. Doing future massive underground work as nondestructive as possible might become a very important aspect of the design of underground working systems. Underground work with minimized destructiveness basically amounts to cutting out blocks as big as possible and cutting them out with as thin as thin as possible cuts plus permanently tagging the cut out blocks and documenting where they came from allowing for later conduction of geological and planetary science.

Assuming a cut width of one micrometer and a core diameter or one meter (in square) the ratio between the preserved drill core volume and destroyed cut volume is:
(106)2:1 or 1012:1 or 1 000 000 000 000 : 1 meaning that if you excavate one cubic kilometer of material you only irreversibly destroy the structure of one liter of material.

Usage of the gently excavated material

Beside preservation for later research the "drilling cores" can be stored as structural building material where maximum material strength is not of importance or as mass giving filler material in more sturdy and lighter diamondoid metamaterial building materials or in thinner slices as decorative pieces (e.g. diamond encased granite). If both the excavated volume and the built up volume isn't needed anymore the cores could be put back to their origin almost restoring the natural state of the lithosphere (of course on the very long term movements of the ground will complicate things).

Sidenote: There is a vague similarity to microcomponents.

Ultra-deep underground working - far term

A high amount of energy is only required for lifting stuff up from very great depths. a few hundred kilometers down the necessary energies are like the energies involved in spaceflight to LEO (low earth orbit). One don't has to propell the propellant and one can go slowly though.

[Todo: analyze what could be done if very hard rock like corundum (Al2O3) is encountered - Na+-ion beams? and slushing with water? see: diamondoid waste incineration ]

Related

  • deep drilling
  • specifics to tunnel construction (tunneling)
  • specifics to near surface excavation work
  • specifics to prospective work for mining (deep mining) - mining might decrease due to independence of scarce elements though
  • geoengineering - (controlled tectonic tension release cables?)
  • mining