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Geotechnical engineering landslide model test box

A technology of landslide model test and geotechnical engineering, which is applied in the direction of soil material test and material inspection product, can solve the problems of increased test cost, time-consuming and labor-intensive test, and long test period, so as to save manpower and financial resources, conveniently obtain materials, low cost effect

Inactive Publication Date: 2013-09-18
SOUTHWEST JIAOTONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In fact, in the study of the instability and failure mechanism of slope engineering, in order to fully explain the problem, it often involves comparative analysis of multiple sets of sliding surface shapes. In this way, every time the sliding surface shape is changed, it is necessary to refill or adjust the sliding bed or even the entire sliding surface. model, which also results in a longer test cycle and increased test costs
Therefore, the similar model test of slope engineering in the prior art is time-consuming and laborious, especially when many groups of tests need to be carried out.

Method used

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  • Geotechnical engineering landslide model test box
  • Geotechnical engineering landslide model test box
  • Geotechnical engineering landslide model test box

Examples

Experimental program
Comparison scheme
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Embodiment 1

[0037] This example geotechnical engineering landslide model test box, box body 10 structures are as Figure 4 As shown, it is basically a cuboid. The two opposite sides of the cuboid with the largest area, the front AODQ and the back EPFR are provided with inclined planes 13, such as Figure 4 As shown in ABCDHGFE, the slope 13 divides the internal space of the cuboid 10 into upper and lower parts. The slope 13 is perpendicular to the front AODQ and the back EPFR of the cuboid 10. The shape of the slope 13 is similar to that of the simulated sliding surface in the geotechnical engineering landslide model test.

[0038] Depend on Figure 4It can be seen that the slope 13 is composed of plane ABFE, plane BCGF and plane CDHG connected, and these three planes have the same width, namely Figure 4 The length of the line segment AE in is determined by the size of the box structure. Change the inclination angle of plane ABFE, plane BCGF and plane CDHG (such as Figure 4 α in ) a...

Embodiment 2

[0042] This example geotechnical engineering landslide model test box, the frame that box body 10 is made of section steel and the baffle plate that is installed on the described frame are made of, see Figure 6 , Figure 7 and Figure 8 .

[0043] The vertical angle steel 3 arranged on the four sides of the cuboid and the vertical channel steel 2 on each side are welded to form the frame of the box body 10, and transparent tempered glass 1 is installed on the front and rear (in the direction of the long side of the box body 10), and the left and right sides are on the When the channel steel is welded, a slot 30 is reserved at the joint with the angle steel, and pluggable side baffles 9 are installed in the slot 30 in blocks according to the height of the box body 10, and there is no baffle between the channel steels on the top surface plate, and the bottom surface of the box body 10 is placed on a flat and hard cement floor. Depend on Figure 6 and Figure 7 It can be se...

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Abstract

The invention relates to a geotechnical engineering landslide model test box which overcomes the defects that the landslide model test wastes time and energy in the prior art. The geotechnical engineering landslide model test box comprises a box body, wherein the box body is basically a cuboid; an inclined plane is arranged on the inner sides of the two opposite side faces with the maximum areas of the cuboid; the inclined plane is perpendicular to the two side faces, and divides an inner space of the cuboid into an upper part and a lower part; and the shape of the inclined plane is similar to that of a slide face simulated by a geotechnical engineering landslide model test. According to the geotechnical engineering landslide model test box, the inclined plane is arranged in the test box, and divides the inner space of the box body into the upper part and the lower part, namely a part above the inclined plane and a part below the inclined plane; the shape of the inclined plane is similar to that of the slide face simulated by the geotechnical engineering landslide model test; when the geotechnical engineering landslide model test is performed, the part below the inclined plane does not need to be filled with a model material; and therefore, the filling quantity of the model material is reduced greatly, and manpower and financial resources are saved.

Description

technical field [0001] The invention relates to a geotechnical engineering landslide model test technology, in particular to a geotechnical engineering landslide model test box. Background technique [0002] Indoor similar model test is a commonly used research method for geotechnical slope engineering problems. Because the main parameters of the test object can be flexibly set according to the research needs, the dominant factors of the research problem are highlighted, and the size is smaller than the prototype to save manpower and material resources. It is a method that plays a pivotal role in slope engineering research. figure 1 In the shown slope structure, the slope 11 is generally divided into a sliding body 12 , a sliding surface 13 and a sliding bed 14 in engineering. During the sliding process of the slope 11, usually the sliding body 12 slides along the sliding surface 13, and the sliding bed 14 below the sliding surface 13 does not participate in sliding. In th...

Claims

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Application Information

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IPC IPC(8): G01N33/24
Inventor 肖世国周德培
Owner SOUTHWEST JIAOTONG UNIV
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