Development of a Self-balanced Rock True Triaxial Compression Instrument

Tang Yanchun; Wang Yue; Liu Ruilong; Zhou Hui; Mao Qingfeng

doi:doi:10.11648/j.ajce.20190701.12

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Development of a Self-balanced Rock True Triaxial Compression Instrument

Tang Yanchun, Wang Yue, Liu Ruilong, Zhou Hui, Mao Qingfeng

Published in American Journal of Civil Engineering (Volume 7, Issue 1)

Received: 25 December 2018 Accepted: Published: 8 March 2019

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Abstract

Based on the analysis of the structure and the performance of similar instruments at home and abroad, a Self-balanced Rock True Triaxial Compression instrument (SRT) was developed. For SRT, complex stress realization, based on three-dimensional stress alone control and change; and the self-balanced structure is adopted on the basis of frame design, which makes the instrument simple and compact; design of lateral composite press plate with embedded rolling roller, the influence of test results on the effect of friction on the side end surface of the specimen under lateral stress constraint can be eliminate effectiveness; The design scheme of transverse double sliding rod is adopted, its validity can be designed by horizontal alignment, and the problem of eccentric compression of specimen can be partly alleviated in horizontal direction. By changing the alkali of the mothed triaxial chamber, both true triaxial and conventional triaxial compression can be tested. Test results of true triaxial and conventional compression of rocks with different lithology were carried out by SRT. The results, such as the deformation and failure characteristics of rock strength in complex stress conditions, have been obtained by SRT, which indicates that the design of SRT is feasible and feasible. The development of this instrument can promote the further development of Chinese rock triaxial testing machine.

Published in	American Journal of Civil Engineering (Volume 7, Issue 1)
DOI	10.11648/j.ajce.20190701.12
Page(s)	9-16
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

True Triaxial, Instrument Design, Self-balanced

References

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[3]	Sun Xiaoming, He Manchao, Liu Chengyu, et al. Development of nonlinear mechanical test system for true triaxial soft rock [J]. Journal of Rock Mechanics and Engineering, 2005, 24 (16): 2870-2874.
[4]	Li Xinping, Wang Bin, Zhou Guilong. A study on the Distribution of In-situ stress in the mainland of China [J]. Journal of Rock Mechanics and Engineering, 2012, 31 (add. 1): 2875-2880.
[5]	Niu Xuechao, Zhang Qingxi, Yue Chinese. Present situation and development trend of rock triaxial testing machine [J]. Geomechanics, 2013, 34 (2): 600-607.
[6]	Tang Haiyan, Li Shulin. MTS815 full digital hydraulic servo testing machine [J]. Research and Development of Mining Industry, 2004, 24 (3): 28-31.
[7]	Zhang Ming, Lu Yujie, Yang Qiang. Failure probability and strength size effect of Quasi-brittle Materials [J]. Journal of Rock Mechanics and Engineering, 2010, 29 (9): 1782-1789.
[8]	Wu Gang, Sun Jun. Deformation and strength characteristics of fractured rock mass under unloading stress [J]. Journal of Rock Mechanics and Engineering, 1998, 17 (6): 615-621.
[9]	He Wenxiu, Zhao Qihua, Zhang Haiquan. Deformation, failure and Acoustic Emission characteristics of basalt under Triaxial Compression [J]. Gansu Water Conservancy and Hydropower Technology, 2015, 51 (05): 26-29.
[10]	Wu Shang, Liu Yourong, Li Shijia. Experimental study on mechanical properties and mechanical model of limestone under triaxial compression [J]. Proceedings of the Yangtze River Academy of Sciences, 2013, 30 (03): 30-34.
[11]	Tian Yong, Yu ran Gang. Energy Analysis of Limestone triaxial Compression process under different confining pressures [J]. Geomechanics, 2014, 35 (01): 118-122 (129).
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APA Style

Tang Yanchun, Wang Yue, Liu Ruilong, Zhou Hui, Mao Qingfeng. (2019). Development of a Self-balanced Rock True Triaxial Compression Instrument. American Journal of Civil Engineering, 7(1), 9-16. https://doi.org/10.11648/j.ajce.20190701.12

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ACS Style

Tang Yanchun; Wang Yue; Liu Ruilong; Zhou Hui; Mao Qingfeng. Development of a Self-balanced Rock True Triaxial Compression Instrument. Am. J. Civ. Eng. 2019, 7(1), 9-16. doi: 10.11648/j.ajce.20190701.12

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AMA Style

Tang Yanchun, Wang Yue, Liu Ruilong, Zhou Hui, Mao Qingfeng. Development of a Self-balanced Rock True Triaxial Compression Instrument. Am J Civ Eng. 2019;7(1):9-16. doi: 10.11648/j.ajce.20190701.12

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@article{10.11648/j.ajce.20190701.12,
  author = {Tang Yanchun and Wang Yue and Liu Ruilong and Zhou Hui and Mao Qingfeng},
  title = {Development of a Self-balanced Rock True Triaxial Compression Instrument},
  journal = {American Journal of Civil Engineering},
  volume = {7},
  number = {1},
  pages = {9-16},
  doi = {10.11648/j.ajce.20190701.12},
  url = {https://doi.org/10.11648/j.ajce.20190701.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20190701.12},
  abstract = {Based on the analysis of the structure and the performance of similar instruments at home and abroad, a Self-balanced Rock True Triaxial Compression instrument (SRT) was developed. For SRT, complex stress realization, based on three-dimensional stress alone control and change; and the self-balanced structure is adopted on the basis of frame design, which makes the instrument simple and compact; design of lateral composite press plate with embedded rolling roller, the influence of test results on the effect of friction on the side end surface of the specimen under lateral stress constraint can be eliminate effectiveness; The design scheme of transverse double sliding rod is adopted, its validity can be designed by horizontal alignment, and the problem of eccentric compression of specimen can be partly alleviated in horizontal direction. By changing the alkali of the mothed triaxial chamber, both true triaxial and conventional triaxial compression can be tested. Test results of true triaxial and conventional compression of rocks with different lithology were carried out by SRT. The results, such as the deformation and failure characteristics of rock strength in complex stress conditions, have been obtained by SRT, which indicates that the design of SRT is feasible and feasible. The development of this instrument can promote the further development of Chinese rock triaxial testing machine.},
 year = {2019}
}

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TY  - JOUR
T1  - Development of a Self-balanced Rock True Triaxial Compression Instrument
AU  - Tang Yanchun
AU  - Wang Yue
AU  - Liu Ruilong
AU  - Zhou Hui
AU  - Mao Qingfeng
Y1  - 2019/03/08
PY  - 2019
N1  - https://doi.org/10.11648/j.ajce.20190701.12
DO  - 10.11648/j.ajce.20190701.12
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 9
EP  - 16
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20190701.12
AB  - Based on the analysis of the structure and the performance of similar instruments at home and abroad, a Self-balanced Rock True Triaxial Compression instrument (SRT) was developed. For SRT, complex stress realization, based on three-dimensional stress alone control and change; and the self-balanced structure is adopted on the basis of frame design, which makes the instrument simple and compact; design of lateral composite press plate with embedded rolling roller, the influence of test results on the effect of friction on the side end surface of the specimen under lateral stress constraint can be eliminate effectiveness; The design scheme of transverse double sliding rod is adopted, its validity can be designed by horizontal alignment, and the problem of eccentric compression of specimen can be partly alleviated in horizontal direction. By changing the alkali of the mothed triaxial chamber, both true triaxial and conventional triaxial compression can be tested. Test results of true triaxial and conventional compression of rocks with different lithology were carried out by SRT. The results, such as the deformation and failure characteristics of rock strength in complex stress conditions, have been obtained by SRT, which indicates that the design of SRT is feasible and feasible. The development of this instrument can promote the further development of Chinese rock triaxial testing machine.
VL  - 7
IS  - 1
ER  -

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Author Information

Tang Yanchun

College of Architecture and Civil Engineering, China Three Gorges University, Yichang, China
Wang Yue

College of Architecture and Civil Engineering, China Three Gorges University, Yichang, China
Liu Ruilong

College of Architecture and Civil Engineering, China Three Gorges University, Yichang, China
Zhou Hui

Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China
Mao Qingfeng

College of Architecture and Civil Engineering, China Three Gorges University, Yichang, China

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Plain Text BibTeX RIS

APA Style

Tang Yanchun, Wang Yue, Liu Ruilong, Zhou Hui, Mao Qingfeng. (2019). Development of a Self-balanced Rock True Triaxial Compression Instrument. American Journal of Civil Engineering, 7(1), 9-16. https://doi.org/10.11648/j.ajce.20190701.12

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ACS Style

Tang Yanchun; Wang Yue; Liu Ruilong; Zhou Hui; Mao Qingfeng. Development of a Self-balanced Rock True Triaxial Compression Instrument. Am. J. Civ. Eng. 2019, 7(1), 9-16. doi: 10.11648/j.ajce.20190701.12

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AMA Style

Tang Yanchun, Wang Yue, Liu Ruilong, Zhou Hui, Mao Qingfeng. Development of a Self-balanced Rock True Triaxial Compression Instrument. Am J Civ Eng. 2019;7(1):9-16. doi: 10.11648/j.ajce.20190701.12

Copy | Download

@article{10.11648/j.ajce.20190701.12,
  author = {Tang Yanchun and Wang Yue and Liu Ruilong and Zhou Hui and Mao Qingfeng},
  title = {Development of a Self-balanced Rock True Triaxial Compression Instrument},
  journal = {American Journal of Civil Engineering},
  volume = {7},
  number = {1},
  pages = {9-16},
  doi = {10.11648/j.ajce.20190701.12},
  url = {https://doi.org/10.11648/j.ajce.20190701.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20190701.12},
  abstract = {Based on the analysis of the structure and the performance of similar instruments at home and abroad, a Self-balanced Rock True Triaxial Compression instrument (SRT) was developed. For SRT, complex stress realization, based on three-dimensional stress alone control and change; and the self-balanced structure is adopted on the basis of frame design, which makes the instrument simple and compact; design of lateral composite press plate with embedded rolling roller, the influence of test results on the effect of friction on the side end surface of the specimen under lateral stress constraint can be eliminate effectiveness; The design scheme of transverse double sliding rod is adopted, its validity can be designed by horizontal alignment, and the problem of eccentric compression of specimen can be partly alleviated in horizontal direction. By changing the alkali of the mothed triaxial chamber, both true triaxial and conventional triaxial compression can be tested. Test results of true triaxial and conventional compression of rocks with different lithology were carried out by SRT. The results, such as the deformation and failure characteristics of rock strength in complex stress conditions, have been obtained by SRT, which indicates that the design of SRT is feasible and feasible. The development of this instrument can promote the further development of Chinese rock triaxial testing machine.},
 year = {2019}
}

Copy | Download

TY  - JOUR
T1  - Development of a Self-balanced Rock True Triaxial Compression Instrument
AU  - Tang Yanchun
AU  - Wang Yue
AU  - Liu Ruilong
AU  - Zhou Hui
AU  - Mao Qingfeng
Y1  - 2019/03/08
PY  - 2019
N1  - https://doi.org/10.11648/j.ajce.20190701.12
DO  - 10.11648/j.ajce.20190701.12
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 9
EP  - 16
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20190701.12
AB  - Based on the analysis of the structure and the performance of similar instruments at home and abroad, a Self-balanced Rock True Triaxial Compression instrument (SRT) was developed. For SRT, complex stress realization, based on three-dimensional stress alone control and change; and the self-balanced structure is adopted on the basis of frame design, which makes the instrument simple and compact; design of lateral composite press plate with embedded rolling roller, the influence of test results on the effect of friction on the side end surface of the specimen under lateral stress constraint can be eliminate effectiveness; The design scheme of transverse double sliding rod is adopted, its validity can be designed by horizontal alignment, and the problem of eccentric compression of specimen can be partly alleviated in horizontal direction. By changing the alkali of the mothed triaxial chamber, both true triaxial and conventional triaxial compression can be tested. Test results of true triaxial and conventional compression of rocks with different lithology were carried out by SRT. The results, such as the deformation and failure characteristics of rock strength in complex stress conditions, have been obtained by SRT, which indicates that the design of SRT is feasible and feasible. The development of this instrument can promote the further development of Chinese rock triaxial testing machine.
VL  - 7
IS  - 1
ER  -

Copy | Download