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Rockfill density measuring method based on additional mass process theoretical measuring plate

An additional mass method and density measurement technology, which is applied in the field of engineering geophysical exploration, can solve the problems of difficult expansion of digital measurement board, single measurement surface, and incapable of measurement board test, etc., and achieve perfect theoretical support, simple calculation and wide testing range Effect

Active Publication Date: 2018-11-23
CHANGJIANG GEOPHYSICAL EXPLORATION & TESTING WUHAN CO LTD
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Problems solved by technology

[0005] The present invention provides a method for measuring the density of rockfill bodies based on the theoretical measuring board of the additional mass method, which overcomes the above problems or at least partially solves the above problems. The problem of testing the points outside the range of the measuring plate data in the actual measurement process

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  • Rockfill density measuring method based on additional mass process theoretical measuring plate
  • Rockfill density measuring method based on additional mass process theoretical measuring plate
  • Rockfill density measuring method based on additional mass process theoretical measuring plate

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Embodiment Construction

[0025] The specific implementation manners of the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. The following examples are used to illustrate the present invention, but are not intended to limit the scope of the present invention.

[0026] In the construction process of rock-fill dams, the density of rock-fill bodies is an important parameter to reflect the quality of the dam. Therefore, the detection of the density of rock-fill bodies is of great significance to ensure the quality of dam construction. Common rockfill density detection methods in engineering include direct method and indirect method. The direct method is usually the pit measurement method. Although this method is relatively accurate, it has defects such as low efficiency and high cost. Indirect methods include compaction settlement observation method, vibrating rolling accelerometer method, controlling rolling parameter method, static...

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Abstract

The embodiment of the invention provides a rockfill density measuring method based on an additional mass process theoretical measuring plate. The rockfill density measuring method comprises the following steps: establishing a vibrating volume line graph under a wet density-vibrating mass coordinate system and a moisture content line graph based on vibrating mass, rockmill density, wet density, vibrating volume, dry density and moisture content of each measuring point on a rockmill body based on historical engineering test data; establishing a parameter peer relationship between the rockmill density and the wet density, and performing gridding coverage on the vibrating volume line graph and the moisture content line graph to obtain the additional mass process theoretical measuring plate; selecting a measuring point on a to-be-detected dam rockmill body, acquiring rockmill rigidity K and vibrating mass M of the rockmill body through the additional mass process, enabling the rockmill rigidity K and vibrating mass M to match with the corresponding vibrating volume Vo and the moisture content w on the additional mass process theoretical measuring plate, and obtaining wet density rhp anddry density rhp d of the rockmill body based on the vibrating volume V0 and the moisture content w.

Description

technical field [0001] The invention relates to the technical field of engineering geophysical exploration, and more specifically, to a method for measuring the density of rockfill bodies based on the theoretical measuring board of the added mass method. Background technique [0002] During the construction of rolling earth-rockfill dams, in order to ensure the construction quality, it is necessary to control the compactness of each layer of rockfill material after rolling. Especially for high earth-rock dams that have been built or are under construction, due to the high dam height, the settlement deformation of the dam body is relatively large, and the design seismic intensity in the area is high. According to the regulations, the compactness of rockfill materials should take the minimum value of the design porosity, that is, the compactness of filled rockfill materials should be as high as possible, which also puts forward higher requirements for construction quality. ...

Claims

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Application Information

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IPC IPC(8): G01N9/00
CPCG01N9/002
Inventor 张建清王峰马圣敏李丕武
Owner CHANGJIANG GEOPHYSICAL EXPLORATION & TESTING WUHAN CO LTD
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