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Measurement method of landslide or rock mass deformation during construction excavation

A measurement method and landslide mass technology are applied in the field of geological hazard survey, design and prevention of slope engineering, which can solve the problems of high cost, long time for deformation monitoring and layout, inconvenient layout, etc. workable effect

Active Publication Date: 2021-05-04
长江岩土工程有限公司 +1
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Problems solved by technology

[0003] At present, deformation monitoring is generally used for landslides or rock mass deformation at home and abroad. Deformation monitoring has the characteristics of periodic repeated measurement, high precision, comprehensive application of various measurement technologies, and the monitoring network focuses on the study of potential changes. However, deformation monitoring also has the characteristics of early stage Disadvantages such as long layout time, inconvenient layout, and relatively high cost

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  • Measurement method of landslide or rock mass deformation during construction excavation
  • Measurement method of landslide or rock mass deformation during construction excavation
  • Measurement method of landslide or rock mass deformation during construction excavation

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Embodiment Construction

[0023] The implementation of the present invention will be described in detail below in conjunction with the accompanying drawings, but they do not constitute a limitation to the present invention, and are only examples. At the same time, the advantages of the present invention will become clearer and easier to understand through the description.

[0024] Referring to the accompanying drawings, it can be seen that the measurement method of landslide or rock mass deformation in construction excavation comprises the following steps:

[0025] Step 1: first drill the first hole 111 at the upper rock mass 11 of the landslide body or the outwardly inclined structural surface, and drill at the sliding bed below the upper rock mass 11 of the landslide mass or the outwardly inclined structural surface or at 12 places of the lower rock mass of the outwardly inclined structural surface The second hole 121, between the landslide body or the upper rock mass 11 on the outwardly inclined str...

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Abstract

The invention discloses a method for measuring landslide or rock mass deformation during construction excavation, and relates to the field of geological disaster investigation, design and prevention of slope engineering. It includes the following steps: Step 1: drill the first hole at the rock mass at the upper part of the landslide body or the outwardly inclined structural surface, and drill the second hole at the rock mass at the lower part of the sliding bed or the outwardly inclined structural surface; Step 2: Insert the stylus into the second hole in one hole; insert the scale into the second hole; step 3: the landslide or the topographic slope of the slope at the shear exit of the rock mass deformation is a, the inclination angle of the sliding belt or the outwardly inclined structural surface is b, and the measuring needle and the sliding h 1 , the height between the stylus and the scale is h 2 ; Step 4: Record the horizontal displacement of the pointer on the dial every day, and make a time-horizontal displacement curve. The invention realizes that the equipment is convenient to manufacture, relatively simple to install, and the method is feasible and practical.

Description

technical field [0001] The invention relates to the field of geological disaster investigation, design and prevention of slope engineering in industries such as water conservancy and hydropower, municipal administration, transportation, electric power, etc., more specifically, it is a method for measuring landslide or rock mass deformation during construction and excavation. Background technique [0002] During the construction and excavation of slope engineering in water conservancy and hydropower, municipal, transportation, electric power and other industries, geological conditions such as cutting feet at the front edge of landslides and unfavorable structural surface combination blocks of rock slopes are often encountered. At this time, it is necessary to timely Grasp the deformation trend of geological structure types such as landslide mass or rock mass at the top of the outwardly inclined structural surface after cutting the foot, and the unfavorable structural surface c...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D1/00G01B5/02
Inventor 王启国付建军陈连军胡义杜胜华宋斌杨文杰程方权熊顺锋李林沈明权彭良余
Owner 长江岩土工程有限公司
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