Soil grasper measuring device for measuring real displacement of soil sheared by large size soil engineering direct shear apparatus
A measuring device and earth grab technology, applied in the field of geotechnical engineering, can solve the problems affecting the accuracy of the test simulation mechanical process, the reliability of the test data collection, etc., and achieve the effect of filling the research gap
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Embodiment 1
[0032] Such as Figure 1-Figure 11 As shown, the present invention proposes a soil grab measuring device for measuring the real displacement of a large-scale geotechnical direct shear instrument shearing soil, consisting of a lower shear box base plate 1, a lower shear box system and a sensor system, wherein:
[0033] The lower shear box bottom plate 1 is used as the bearing platform for the lower shear box system and the entire sensor system. Both the lower shear box system and the sensor system are placed on the lower shear box bottom plate 1. The large-size geotechnical direct shear The horizontal load loading device of the instrument is directly connected;
[0034] The lower shear box system is composed of the lower shear box soil support bracket 2, the lower shear box side limit frame 3, and the high-strength spring group 4. The lower shear box soil support bracket 2 is directly fixed on the lower shear box bottom plate 1. The strength spring group 4 is distributed aroun...
Embodiment 2
[0041] Using the device described in Example 1, the working process of the three-grab soil direct shear test is as follows: put the test soil of the direct shear test into the lower shear box side limit frame 3 and the lower shear box soil support 2 In the upwardly open cuboid semi-open space formed, and carry out necessary tamping, make the test soil fill the lower shear box, the upper surface of the test soil is aligned with the upper edge of the lower shear box side limit frame 3, and the Insert three soil grabs 6 into the test soil, insert the vertical plate 11 of the soil grab vertically into the soil, place the horizontal plate 12 of the soil grab on the test soil horizontally, and then pass three sets of high-strength steel wires 7 through the matching steel wire diverter 8 and fixedly connected with three displacement sensors 5, and then tighten the high-strength steel wire 7, after the above work is completed, the upper shear box and its supporting test operation can b...
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