A visual test device and method for model pile calculation width
A test method and model pile technology, applied in the field of visual test device for model pile calculation width, can solve problems such as difficult quantitative research on model pile calculation width, difficult model pile visualization test, etc., and achieve simple layout, simple disassembly and assembly , Easy installation and fixed effect
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Embodiment 1
[0045]Such asFigure 1 to 8 As shown, the structure of the visualization test device for calculating the width of the model pile, including:
[0046]Visualization model box 1, the top opening, the inner filling is a model soil 4 configured in a similar principle 4; the mini scaffold is composed of a steel rod 7, the bolt 9, and the fastener 8 for lap the test equipment; the loading device 3 is connected On the hydraulic servo system, the model pile 5 is exposed to a portion of the horizontal load; the surface of the model soil is in the center, 0 °, 15 °, 30 °, 38 °, 45 ° and 52 ° symmetrical arrangement with a displacement point 6, press 0.75 times the pile width pitch arrangement three rows; the upper rack of the model soil 4 has a high-speed particle camera 2, which adjusts it to clearly capture all of the displacement points 6.
[0047]The model box 1 in this embodiment is 180 cm × 110cm × 150 cm × 110cm × 150 cm (length × height), and the skeleton is welded by the steel frame, and the...
Embodiment 2
[0058]The method of calculating the width of the model pseudo-calculation of the model pile of Example 1, including the following steps:
[0059](1) Preparing test materials and equipment
[0060]The physical mechanics parameters of prototyping soil and prototype pile are measured according to similar principles, the model soil 4 and model pile 5 are made according to the model pile 5 size and boundary effect to determine the model box 1 size, prepare the displacement point 6, and the steel rod 7, fasteners 8 and bolts 9, high speed particle cameras 2, load device 3 and a computer.
[0061](2) Construction model pile side slope model
[0062]The configured model soil 4 is compacted in the model box 1. After filling a certain height, the model pile is buried in a predetermined position, the whole platform, and continues to be stratified to fill the model soil 4 until it reaches The stake body is predetermined to expose the height and the top of the soil surface.
[0063](3) fixed adjustment monitor...
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