Method for predicting compressive strength of argillaceous siltstone

A compressive strength, siltstone technology, applied in the direction of strength characteristics, using stable tension/pressure testing material strength, soil material testing, etc., can solve the problems of sample confusion, operator sampling effect, long storage time, etc. High accuracy, saving manpower and material resources, and easy sampling

Active Publication Date: 2019-10-22
湖南化工地质工程勘察院有限责任公司
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Problems solved by technology

[0003] In addition, the core samples taken by on-site drilling rig sampling personnel are often not clearly marked, and it is not uncommon for samples to be mixed up. Some strongly weathered and broken cores cannot be sampled. The degree of coring often depends on the selection of drilling rigs and drilling tools. Staffing levels also have a big impact on sampling
So to some extent, it is difficult to accurately obtain the real compression data of a certain depth of the borehole
Unable to take samples or broken s

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  • Method for predicting compressive strength of argillaceous siltstone
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  • Method for predicting compressive strength of argillaceous siltstone

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[0033] The following will clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only some of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

[0034] The method for predicting the compressive strength of argillaceous siltstone comprises the following steps:

[0035] Step S1: After taking out the core in the survey hole, measure the shear wave velocity V in time at the core in the hole s and P-wave velocity V p Test, the shear wave velocity test in the present embodiment adopts single-hole shear test, and the rock core that will take is sent to laboratory in time to carry out indoor rock core acoustic wave test at the same time, including shear wave velocit...

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Abstract

The invention relates to a method for predicting the compressive strength of an argillaceous siltstone. The method comprises: step one, after taking out a rock core in a surveying hole, carrying out testing of a transverse wave velocity Vs and a longitudinal wave velocity Vp timely in the core in the hole and conveying the taken core to a lab timely to carry out indoor core acoustic wave testing;step two, observing comparison of longitudinal wave velocities Vp and Vp' and transverse wave velocities Vs and Vs' of the core in a same depth zone in the surveying hole and the indoor space; step three, carrying out compression testing on the core; step four, carrying out sediment content testing on core fragments after compression resistance; step five, analyzing the correlation between the sediment content and the compressive strength fr and analyzing correlation of the compressive strength, the transverse wave velocity Vs and the longitudinal wave velocity Vp of the core; step six, makingcorresponding relation maps of the transverse wave velocity Vs, the longitudinal wave velocity Vp, the sediment content and the compressive strength fr respectively; step seven, establishing a prediction formula fprediction; and step eight, establishing a corrected compressive strength correction formula fcorrection.

Description

technical field [0001] The invention relates to the technical field of geotechnical tests, in particular to a method for predicting the compressive strength of argillaceous siltstone. Background technique [0002] At present, the compressive strength of rock in geotechnical tests is mainly drilled in the field by drilling rigs, and core samples are taken and sent to the laboratory, and the compressive strength data is obtained by rock presses. The argillaceous siltstone belongs to extremely soft rock, and its compressive strength value is between 0 and 20 MPa. The value range is not large, but the rock samples are greatly affected by water, heat, humidity and exposure during the preservation process, and will disintegrate and break , The vibration fracture during transportation also happens from time to time. Therefore, the samples need to be measured immediately after entering the laboratory, which brings a lot of trouble to the testers. Sometimes there are too many sample...

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Application Information

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IPC IPC(8): G01N3/08G01N33/24G01N29/07
CPCG01N3/08G01N29/07G01N33/24G01N2203/0019G01N2203/021
Inventor 吴岳刘冀补家炎胡恒张春景王震周辰阳张梦娇
Owner 湖南化工地质工程勘察院有限责任公司
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