Rock and earth mass in-situ direct shear test device with automatic data acquisition system and rock and earth mass in-situ direct shear test method
A technology of data acquisition system and test device, which is applied in the field of in-situ direct shear test device of rock and soil, automatic data acquisition system, and in-situ direct shear instrument of rock and soil, which can solve the problem of poor accuracy of test results and inability to automatically collect data, etc. problems, to achieve the effect of good stability, high measurement accuracy and accurate measurement data
Inactive Publication Date: 2014-02-05
INST OF GEOMECHANICS
View PDF5 Cites 35 Cited by
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
[0005] The purpose of the present invention is mainly to solve the problem that the existing in-situ rock and soil direct shear equipment cannot automatically collect data and the accuracy of the test res
Method used
the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
View moreImage
Smart Image Click on the blue labels to locate them in the text.
Smart ImageViewing Examples
Examples
Experimental program
Comparison scheme
Effect test
Login to View More
PUM
Login to View More
Abstract
The invention discloses a rock and earth mass in-situ direct shear test device with an automatic data acquisition system and a rock and earth mass in-situ direct shear test method and relates to a rock mechanical test technology. A rock and earth mass test sample can be subjected to shear failure on a proposed shear surface by applying a normal load and a horizontal shear force to the test sample, and the automatic data acquisition system is used for recording relevant data such as shear stress and displacement in a test process. The test device comprises the test sample (00), a shear box (10), a reaction system (20), a perpendicular pressure system (30), a force transmission system (40), a tangent pressure system (50), a roller row (60) and an automatic data acquisition system (70). By adopting strain control, the rock and earth mass in-situ direct shear test device is high in measurement precision and high in stability; the rock and earth mass in-situ direct shear test device is provided with the automatic data acquisition system; a spoke sensor is used through stress control, so that stress can be precisely measured; all components can be detached, so that the rock and earth mass in-situ direct shear test device is convenient to transport and mount.
Description
technical field [0001] The invention relates to rock and soil mechanics test technology, in particular to an in-situ direct shear test device and method for rock and soil with an automatic data acquisition system. [0002] Specifically, the present invention relates to an in-situ direct shear instrument for rock and soil, and also relates to a set of automatic data acquisition system for automatically collecting and recording sample displacement and stress data. The test device belongs to the strain control type, that is, the shear test process is completed by applying shear displacement to the sample. Its biggest advantage is that it adopts automatic data acquisition system and spoke pressure sensor, so that the measured rock and soil shear strength data is more accurate. At the same time, the device is simple in structure, easy to disassemble and easy to operate. Time to master. Background technique [0003] Most of the instability in geotechnical engineering is caused b...
Claims
the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More Application Information
Patent Timeline
Login to View More
IPC IPC(8): G01N3/24G01N1/28
Inventor 郭长宝张瑞端张永双宋海军侯春堂付晓晓周能娟姚鑫
Owner INST OF GEOMECHANICS
Who we serve
- R&D Engineer
- R&D Manager
- IP Professional
Why Patsnap Eureka
- Industry Leading Data Capabilities
- Powerful AI technology
- Patent DNA Extraction
Social media
Patsnap Eureka Blog
Learn More Browse by: Latest US Patents, China's latest patents, Technical Efficacy Thesaurus, Application Domain, Technology Topic, Popular Technical Reports.
© 2024 PatSnap. All rights reserved.Legal|Privacy policy|Modern Slavery Act Transparency Statement|Sitemap|About US| Contact US: help@patsnap.com