Displacement sensor mounting method suitable for high rockfill embankment slope
A displacement sensor and installation method technology, applied in the direction of instruments, measuring devices, etc., can solve problems such as difficult construction, offset of displacement sensor installation position, slumping, etc., so as to reduce the difficulty of drilling construction, reduce the risk of damage, and improve Effect of Buried Hole Accuracy
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Embodiment 1
[0028] This embodiment provides a displacement sensor installation method suitable for high rock-filled embankment slopes, and the applicable high rock-filled embankment slope 4 is a secondary slope structure. The slope ratio of the first level slope is 1:1.75, and the slope ratio of the second level slope is 1:1.5. And implement the following steps:
[0029] Step 1: Excavating a bottom horizontal groove 7 at the junction of the road shoulder 3 and the side slope 4, the depth of the groove 7 is 80-120cm, the width along the driving direction is 100-150cm, and the length along the embankment 8 is 100-150cm. And drill vertical buried hole 5 at the bottom surface of groove 7, its diameter is 10-12cm, and its depth is 600-900cm.
[0030] Step 2: Use the PVC rubber tube as the inner hose 1, insert the displacement sensor 6 into the inner hose 1 and insert it into the buried hole 5 as a whole. And make the top of the displacement sensor 6 and the inner hose 1 higher than the burie...
Embodiment 2
[0035] In this embodiment, on the basis of Embodiment 1, the construction method is further optimized in combination with the construction environment of the high rock-filled embankment.
[0036] The backfilled stone 2 is crushed stone particles. When the particle size of crushed stone is too large, it cannot be compacted effectively after backfilling, and it is prone to collapse during subsequent use. If the particle size of the crushed stone is too small, the stone material 2 will leak from the gap and be easily lost after being washed by rainwater, resulting in the instability of the embankment slope 4 .
[0037] In order to prevent the particle size or proportion of the stone 2 from affecting the overall structural strength of the embankment 8, in one embodiment, the maximum particle size of the stone 2 should be less than or equal to 400mm, the minimum particle size should be greater than or equal to 150mm, and the particle size should be within the range of 200-400mm Th...
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