2013
DOI: 10.1007/s00603-013-0520-6
|View full text |Cite
|
Sign up to set email alerts
|

ISRM Suggested Methods for Determining the Creep Characteristics of Rock

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
18
0

Year Published

2016
2016
2024
2024

Publication Types

Select...
8
1

Relationship

0
9

Authors

Journals

citations
Cited by 108 publications
(18 citation statements)
references
References 26 publications
0
18
0
Order By: Relevance
“…The same five groups of samples are again loaded to various preset stresses (0.5, 0.6, 0.7, 0.8 and 0.9 σ ucs ) and then kept constant. In this paper, the creep tests were controlled in accordance with the standard of the ISRM suggested methods for determining the creep characteristics of sandstone 51 . This process is a creep test, and the entire creep process lasts 8 h. The loading/unloading paths of the creep test is shown in Figure 2b.…”
Section: Methodsmentioning
confidence: 99%
“…The same five groups of samples are again loaded to various preset stresses (0.5, 0.6, 0.7, 0.8 and 0.9 σ ucs ) and then kept constant. In this paper, the creep tests were controlled in accordance with the standard of the ISRM suggested methods for determining the creep characteristics of sandstone 51 . This process is a creep test, and the entire creep process lasts 8 h. The loading/unloading paths of the creep test is shown in Figure 2b.…”
Section: Methodsmentioning
confidence: 99%
“…All specimens are sandstone from Hebei Province and in accordance with the International Society of Rock Mechanics (ISRM) standard (Aydan et al, 2014), processed into cylinder specimens with 50 mm diameter and 100 mm high as shown in Figure 5.…”
Section: Rock Specimens and Test Equipmentmentioning
confidence: 99%
“…Therefore, the differences of chemical composition and density of the samples were negligible. After polishing and cutting, the samples were processed into cylinder with 50 mm in diameters and 100 mm in height according to the International Society for Rock Mechanics (ISRM) [24], shown in Fig. 1.…”
Section: Experimental Materialsmentioning
confidence: 99%