Study on Rock Strength Characteristic by Point Load Test

Rui Hong Wang; Yu Zhou Jiang; Jin Long Guo; Tian Cai Tang

doi:10.4028/www.scientific.net/AMM.580-583.958

Paper Titles

Application of Self-Drilling Anchor on Coal Gangue Slope Treatment
p.935

Researches on Slope Treatment Technologies under Complicated Geological Conditions in High Temperature and Rainy Regions
p.940

Research on Two-Dimensional Landslide Model Control System Based on Support Vector Machine Modeling
p.947

Uncertainty Analysis and Monitoring of Earth Dam
p.954

Study on Rock Strength Characteristic by Point Load Test
p.958

Research on the Mechanical and Thermophysical Properties of Frozen Soil in Cretaceous Formation
p.962

Coordinate Transformation and the Volume Covering Fractal Algorithm of Rock Surface Morphology
p.966

Study on Control Technology of Slope in Mountainous Areas of Southwest China under Complex Geological Conditions
p.971

Anisotropic Bounding Surface Model in ABAQUS Software
p.977

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Study on Rock Strength Characteristic by Point...

Study on Rock Strength Characteristic by Point Load Test

Abstract:

Test point load test requires relatively small load, its instrument is portable, it can be easily applied to on-site testing,which may pave the way for the development of the fieldstrength of rock mechanics test, widely promoted in engineering construction, has a large space for development. When selecting the uniform rock do the load and saturation points uniaxial compression test respectively, and comparing the analysis of the two trials correlation between the results obtained by the method, the results showed that: point load test as a qualitative and semi-quantitative indicators are needed to meet the requiement of project, but if we put it as a fully quantitative indicators ,which will lead to large errors,and even lead to sweeping errors.

You might also be interested in these eBooks

Advances in Civil and Industrial Engineering IV

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

958-961

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.958

Citation:

Cite this paper

Online since:

July 2014

Authors:

Rui Hong Wang*, Yu Zhou Jiang, Jin Long Guo, Tian Cai Tang

Keywords:

Mechanical Test, Point Load, Rock Specimen, Uniaxial Compressive Strength

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Broch E, Franklin JA. Point-load strength test[J]. Int J Rock Mech Min Sci, 1972, 9(6): 669–697.

Google Scholar

[2] Bieniawski ZT. Point load test in geotechnical practice[J]. EngGeol, 1975, 9(1): 1–11.

Google Scholar

[3] Forster IR . The influence of core sample geometry on the axial point-load test[J]. Int J Rock Mech Min Sci, 1983, 20: 291–295.

DOI: 10.1016/0148-9062(83)90599-5

Google Scholar

[4] ISRM. Suggested method for determining point-load strength[J]. Int J Rock Mech Min Sci, 1985, 22: 53–60.

Google Scholar

[5] Wei Ke He. Research of the quantitative evaluation on the granite weathering degree by point load [J]. Hydrogeology engineering geology，1982，2: 16–21.

Google Scholar

[6] Xiang Guifu , Liang Hong. On the statistical analysis of Date and Strength Determinnation in Point Load Test of Rock[J]. Journal of rock mechanics and engineering，1986，5(2)：173–186.

Google Scholar

[7] Li Maolan etc. Application of point load test to determine the rock uniaxial compressive strength, tensile strength report and accessories [R], the second survey design institute of the ministry of railways，(1989).

Google Scholar

[8] Tsiambaos G, Sabatakakis N. Considerations on strength of intact sedimentary rocks[J]. Eng Geol, 2004, 72: 261–273.

DOI: 10.1016/j.enggeo.2003.10.001

Google Scholar

[9] Fener M, Kahraman S, Bilgil A, Gunaydin O. A comparative evaluation of indirect methods to estimate the compressive strength of rocks[J]. Rock Mech Rock Eng, 2005, 38(4): 329–343.

DOI: 10.1007/s00603-005-0061-8

Google Scholar