This is a continuation of the previous post.<\/p>\n
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When drilling at an angle perpendicular to the slope on highly undulating natural ground, the drill hole may intersect the slope.<\/p>\n
Even if they intersect vertically, as long as their directions differ even slightly horizontally, they will not intersect, but<\/p>\n
It's usually pretty accurate lol<\/p>\n
In that case, consider the vertical and horizontal axes and adjust the angle of that specific part slightly,<\/p>\n
The standard method is to adjust the drilling angle so that it does not hit the target.<\/p>\n
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Sometimes I'll check with the local government office, then check with the design consultant, only to get a \"NO\" in response lol<\/p>\n
The reason for this \"no\" answer is the concern that the insertion length might not be sufficient for the planned immovable soil block.<\/p>\n
However, in reality, the so-called \"solid block of earth\" is merely a hypothetical concept, and<\/p>\n
There\u2019s no way to tell where the solid clump of soil ends and the loose clump begins, and<\/p>\n
It's nothing more than a theoretical exercise.<\/p>\n
However, since this is also part of the design philosophy, we can\u2019t go against it, so the answer is \u201cno.\u201d<\/p>\n
*Since this is based solely on drilling data, I suppose it can't be helped.<\/p>\n
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The drilling angle perpendicular to the slope is the slope angle (at the intersection of the slope frame) minus 90 degrees, which is<\/p>\n
The drilling angle is perpendicular to the slope.<\/p>\n
The way people measure the angle at the intersection of the legal framework can easily vary by a degree or two, lol.<\/p>\n
Around here,Install with proper alignment<\/span><\/strong><\/span>Let's get started.<\/p>\n On the other hand, design consultants would just be at a loss if they heard something like that, lol.<\/p>\n To be honest, what matters is whether the specified number of bars has been placed in the design cross-section as planned, and<\/p>\n The angle isn't that big of a deal... (though it is important, lol)<\/p>\n <\/p>\n Regarding the shape of the slope and the setting of the drilling angle,<\/p>\n Since machine selection is also a factor, I think we can probably put this into a table.<\/p>\n I'll think about that next time.<\/p>\n <\/p>\n See you later<\/p>\n Ground Anchor Installation Methods (Part 2)<\/a><\/p><\/blockquote>\n