Effect of cyclic loading and strain rate on the mechanical behaviour of sandstone

被引：179

作者：

Ray, SK ^{[1
]}

Sarkar, M ^{[1
]}

Singh, TN ^{[1
]}

机构：

[1] Cent Min Res Inst, Dhanbad 826001, Bihar, India

来源：

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES | 1999年 / 36卷 / 04期

关键词：

D O I：

10.1016/S0148-9062(99)00016-9

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

A study was conducted to relate the effect of strain rate on the uniaxial compressive strength and thereby the effect of strain rate on the fatigue stress of Chunar sandstone. The compressive strength, the failure stress at different percentages of stress level, failure strain and Young's modulus were calculated from load-deformation curves. The results indicate that the tested rock, although weakened, can sustain a certain amount of fatigue loading depending on the level of applied stress and the number of loading cycles.

引用

页码：543 / 549

页数：7

共 22 条

[1]

[Anonymous], [No title captured]

[2]

[Anonymous], [No title captured]

[3] EFFECT OF STRAIN RATES FROM 10-2 TO 10-SEC-1 IN TRIAXIAL COMPRESSION TESTS ON 3 ROCKS [J].