Method to Calculate Fatigue Fracture Life of Control Fissure in Perilous Rock

CHEN Hong-kai; TANG Hong-mei

Article Contents

Article Navigation > Applied Mathematics and Mechanics > 2007 > 28(5): 575-580

CHEN Hong-kai, TANG Hong-mei. Method to Calculate Fatigue Fracture Life of Control Fissure in Perilous Rock[J]. Applied Mathematics and Mechanics, 2007, 28(5): 575-580.

Citation:

CHEN Hong-kai, TANG Hong-mei. Method to Calculate Fatigue Fracture Life of Control Fissure in Perilous Rock[J]. Applied Mathematics and Mechanics, 2007, 28(5): 575-580.

Citation:

CHEN Hong-kai, TANG Hong-mei. Method to Calculate Fatigue Fracture Life of Control Fissure in Perilous Rock[J]. Applied Mathematics and Mechanics, 2007, 28(5): 575-580.

PDF( 268 KB)

Method to Calculate Fatigue Fracture Life of Control Fissure in Perilous Rock

Institute of Geotechnical Engineering, Chongqing Jiaotong University, Chongqing 400074, P. R. China

Received Date: 2006-04-21
Rev Recd Date: 2007-03-08
Publish Date: 2007-05-15

Abstract

Abstract

Rupture and safety of perilous rock are dominated by control fissure behind perilous rock block.Based on model-Ⅰ and mode-Ⅱ stress strength factors of control fissure under acting of weight of perilous rock,water pressure in control fissure and earthquake forces,method to calculate critical length of control fissure is established.Water pressure in control fissure is taken as a variable periodic load,and abiding by P-M criterion,when control fissure is filled with water method is established to calculate fatigue fracture life of control fissure in critical status by contributing value of stress strength factor stemming from water pressure of control fissure in Paris's fatigue equation.Further,parameters C and m of sandstone with quartz and feldspar in the area of the Three Gorges Reservoir of China are obtained by fatigue fracture testing.
- perilous rock,
- control fissure,
- water pressure in control fissure,
- fatigue fracture,
- life

FullText(HTML)

References(9)

References

[1]	陈洪凯,唐红梅,叶四桥.危岩主控结构面损伤模型研究[J].应用数学和力学,2006,27(7):845-851.
[2]	陈洪凯,唐红梅,王蓉.三峡库区危岩稳定性计算方法及应用[J].岩石力学与工程学报,2004,23(4):614-619.
[3]	重庆市地方标准.地质灾害防治工程设计规范[S]. DB50/5029-2004:58-72.
[4]	袁建新.岩体损伤问题[J].岩土力学,1993,14(1):1-31.
[5]	洪起超.工程断裂力学基础[M].上海:上海交通大学出版社,1987,52-162.
[6]	匡震邦.裂纹端部场[M].西安:西安交通大学出版社,2002,23-62.
[7]	王刚,张怡,郭茂林.非对称循环载荷下材料低周疲劳断裂寿命分析与计算[J].应用力学学报,2001,18(1):91-97.
[8]	周俊琪,王灵卉.玻璃陶瓷疲劳断裂的宏观规律[J].材料科学与工艺,1998,6(1):73-77.
[9]	LI Ning,ZHANG Ping,CHEN Yun-sheng,et al.Fatigue properties of cracked, saturated and frozen sandstone samples under cyclic loa ding[J].International Journal of Rock Mechanics & Mining Sciences,2003,40:145-150.