[an error occurred while processing this directive] [an error occurred while processing this directive]
[an error occurred while processing this directive]Experimental Study on Crack Evolution and Fracture Characteristics of Rocks with Prefabricated Cracks
Received date: 2019-09-30
Revised date: 2020-04-02
Online published: 2020-07-01
Fracture rock mass is a kind of engineering rock mass widely existing in nature,which is easy to cause structural failure and instability of rock mass and induce engineering accidents under the action of external force.Therefore,it is necessary to study the crack evolution law and the fracture instability mechanism of rock mass with prefabricated fractures.In this paper,a lot of rock-like samples with prefabricated crisscross cracks were made based on the similarity theory.The uniaxial compression test on the rock-like samples with different fracture length and inclination angles were carried out by using the RMT-150B rock mechanics testing machine,and crack evolution law and fracture characteristics were analyzed.The research results show that the compressive strength of the samples with crisscross crack is significantly lower than that of the intact. The peak stress decreases with the increase of secondary crack length when the principal crack length of the sample is constant. The failure mode of the sample contain crisscross crack with the dip angle are 0° and 60° respectively shows the tensile wing cracks.The failure mode of the specimen contain crisscross crack with the dip angle are 30° and 45° respectively shows the tensile-shear mixed cracks, which have both wing-shaped cracks and se-condary coplanar cracks.
Chengcheng WANG , Xinyao LUO , Kexu CHEN , Bing DAI , Guicheng HE . Experimental Study on Crack Evolution and Fracture Characteristics of Rocks with Prefabricated Cracks[J]. Gold Science and Technology, 2020 , 28(3) : 421 -429 . DOI: 10.11872/j.issn.1005-2518.2020.03.164
http://www.goldsci.ac.cn/article/2020/1005-2518/1005-2518-2020-28-3-421.shtml
| 1 |
周家文,杨兴国,符文熹,等.脆性岩石单轴循环加卸载试验及断裂损伤力学特性研究[J].岩石力学与工程学报,2010,29(6):1172-1183.
|
| 2 |
魏元龙,杨春和,郭印同,等.单轴循环荷载下含天然裂隙脆性页岩变形及破裂特征试验研究[J].岩土力学,2015,36(6):1649-1658.
|
| 3 |
王奇智,吴帮标,刘丰,等.预制裂隙类岩石材料板动态压缩破坏试验研究[J].岩石力学与工程学报,2018,37(11):2489-2497.
|
| 4 |
谢璨,李树忱,晏勤,等.不同尺寸裂隙岩石损伤破坏特性光弹性试验研究[J].岩土工程学报,2018,40(3):568-575.
|
| 5 |
马鹏飞,李树忱,周慧颖,等.岩石材料裂纹扩展的改进近场动力学方法模拟[J].岩土力学,2019,40(10):1-10.
|
| 6 |
李铮,郭德平,周小平,等.模拟岩石中裂纹扩展连接的近场动力学方法[J].岩土力学,2019,40(12):1-12.
|
| 7 |
李银平,王元汉,陈龙珠,等.含预制裂纹大理岩的压剪试验分析[J].岩土工程学报,2004,26(1):120-124.
|
| 8 |
陈新,廖志红,李德建. 节理倾角及连通率对岩体强度、变形影响的单轴压缩试验研究[J]. 岩石力学与工程学报,2011,30(4):781-789.
|
| 9 |
|
| 10 |
|
| 11 |
|
| 12 |
|
| 13 |
|
| 14 |
|
| 15 |
|
| 16 |
陈云娟,刘洪钊,尹福强,等.交叉节理类岩石裂隙扩展规律研究[J].山东建筑大学学报,2019,34(2):22-26.
|
| 17 |
蒲成志.单轴压缩下类岩体裂隙材料断裂破坏机制的实验研究[D].长沙:中南大学,2010.
|
| 18 |
罗可,招国栋,曾佳君,等.加载速率影响的含裂隙类岩石材料破断试验与数值模拟[J].岩石力学与工程学报,2018,37(8):1833-1842.
|
| 19 |
肖建清. 循环荷载作用下岩石疲劳特性的理论与实验研究[D].长沙:中南大学,2009.
|
| 20 |
蔡美峰,何满潮,刘东燕,等. 岩石力学与工程[M]. 北京:科学出版社,2002:35-46.
|
| 21 |
赵延林,万文,王卫军.类岩石材料有序多裂纹体单轴压缩破断试验与翼形断裂数值模拟[J].岩土工程学报,2013,35(11):2097-2109.
|
| 22 |
潘鹏志,丁梧秀,冯夏庭,等. 预制裂纹几何与材料属性对岩石裂纹扩展的影响研究[J]. 岩石力学与工程学报,2008,27(9):1882-1889.
|
/
| 〈 |
|
〉 |