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Method for testing water ratio of red clay samples based on computed tomography scan

A technology of CT scanning and testing method, applied in the field of civil engineering, can solve the problems of low safety, high price, expensive equipment, etc.

Active Publication Date: 2015-01-21
CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY
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  • Claims
  • Application Information

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Problems solved by technology

However, it is expensive, and multiple probes must be buried at the measuring point during the measurement
[0004] It can be seen that among the above-mentioned moisture content determination methods, the drying method and the TDR method cannot carry out the non-destructive test of the sample moisture content, although the resistance method, neutron method, and gamma ray (transmission) method can non-destructively and continuously test the sample moisture content. , but there are deficiencies such as low test accuracy, low safety or expensive equipment

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  • Method for testing water ratio of red clay samples based on computed tomography scan
  • Method for testing water ratio of red clay samples based on computed tomography scan
  • Method for testing water ratio of red clay samples based on computed tomography scan

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[0023] In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.

[0024] The test soil material is a typical red clay roadbed filler in the hot and humid southern regions, taken from the K16+400 section of an expressway reconstruction and expansion project in Jiangxi Province, with a maximum dry density of 1.949g / cm 3 .

[0025] A method for testing the water content of red clay samples based on CT scanning, comprising the following steps:

[0026] (1) Select a number of cylindrical specimens with the required diameter and degree of compaction. The target moisture content of each cylindrical specimen starts from 1%, and several moisture content values ​​are take...

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Abstract

The invention provides a method for testing the water ratio of red clay samples based on CT (computed tomography) scan. The method comprises the following steps: selecting a plurality of cylindrical test pieces with required diameters, different dry densities and different water ratios, performing the CT scan on the cylindrical test pieces approximately in three layers according to quartering, collecting the average computed tomography value of each fault surface, and using the average value of the three fault surfaces of the same test piece as the final computed tomography data of the test piece; retesting the water ratio of the test piece on which the CT scan is performed, and fitting the computed tomography value of each test piece, the water ratio of the tested test piece and the fitted dry density of the test piece to obtain the relational expression of the computed tomography value, the water ratio and the dry density of the red clay sample. Through the adoption of the method disclosed by the invention, the water ratio of the fault surfaces can be observed and surveyed under the circumstance that the test pieces are not damaged, continuously observing and surveying the changes of the water ratio of the test pieces under the premise that the test pieces are not damaged can be ensured, and the method has important significance in harmlessly and continuously researching the migration regularity of vapor of soil masses.

Description

technical field [0001] The invention belongs to the technical field of civil engineering, and in particular relates to a method for testing the water content of a red clay sample based on CT scanning. Background technique [0002] In southern my country, the climate environment is hot and humid, the geological and hydrological conditions are complex, and red clay is widely distributed. Because red clay has the characteristics of fine particles and strong water holding capacity, and the current construction control moisture content with the maximum dry density as the goal is far lower than the equilibrium moisture content, therefore, under the influence of the local climate environment, the internal humidity state of the red clay subgrade will vary with time. The stability of time and space is poor, and the moisture content of the subgrade after completion will increase to a certain equilibrium state suitable for climate, hydrology and other conditions, resulting in a decreas...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N23/04
Inventor 张军辉郑健龙麦灿强戴良良张磊谌叶娟
Owner CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY