scholarly journals On Uniaxial Compression Test of Rock-Like Materials Using a New Type of High Stiff Testing Machine

1981 ◽  
Vol 30 (332) ◽  
pp. 517-523
Author(s):  
Toshikazu KAWAMOTO ◽  
Naohiko TOKASHIKI ◽  
Yoshio ISHIZUKA
2011 ◽  
Vol 194-196 ◽  
pp. 1073-1076
Author(s):  
Hai Liang Wang ◽  
Zhuo Cui ◽  
Chuan Li ◽  
Ru Cang Bao

We have made the concrete test blocks, which were blasted by different charge quantities in the semi-infinite soil. Using the SHIMADZU Universal Testing Machine AG-X250kN system, we performed the uniaxial compression test, studied the stress-strain curves of concretes by explosion, under the same condition curing and the standard curing. The results show that, concrete will have higher compression strength by explosion. And there is an optimal charge quantity, when the concrete consumption is given. With this optimal charge quantity, compression property of concrete by explosion is superior to concrete cured at standard.


2019 ◽  
Vol 7 (6) ◽  
pp. 415
Author(s):  
Wu Zhichou ◽  
Zhang Ning ◽  
Wang Jiabo ◽  
Wang Shuo

Geofluids ◽  
2021 ◽  
Vol 2021 ◽  
pp. 1-9
Author(s):  
Man Lei ◽  
Fa-ning Dang ◽  
Haibin Xue ◽  
Mingming He

In order to study the mechanical properties of granite at the micro- and nanoscale, the load-displacement curve, residual indentation information, and component information of the quartz, feldspar, and mica in granite were obtained using a nanoindentation test, a scanning electron microscope (SEM), and X-ray diffraction (XRD). The elastic modulus and the hardness of each component of the granite were obtained through statistical analysis. Treating rock as a composite material, the relation between the macro- and microscopic mechanical properties of rock was established through the theory of micromechanical homogenization. The transition from micromechanical parameters to macromechanical parameters was realized. The equivalent elastic modulus and Poisson’s ratio of the granite were obtained by the Self-consistent method, the Dilute method, and the Mori-Tanaka method. Compared with the elastic modulus and the Poisson ratio of granites measured by a uniaxial compression test and the available data, the applicability of the three methods were analyzed. The results show that the elastic modulus and hardness of the quartz in the granite is the largest, the feldspar is the second, the mica is the smallest. The main mineral contents in granite were analyzed using the semiquantitative method by XRD and the rock slice identification test. The elastic modulus and the Poisson ratio of granite calculated by three linear homogenization methods are consistent with those of the uniaxial compression test. After comparing the calculation results of the three methods, it is found that the Mori-Tanaka method is more suitable for studying the mechanical properties of rock materials. This method has an important theoretical significance and practical value for studying the quantitative relationship between macro- and micromechanical indexes of brittle materials. The research results provide a new method and an important reference for studying the macro-, micro-, and nanomechanical properties of rock.


2017 ◽  
Vol 37 (5) ◽  
pp. 973-986 ◽  
Author(s):  
Michael Mazurana ◽  
Renato Levien ◽  
Lucas Zulpo ◽  
Gabrielle M. Passos ◽  
Hyran S. Kerpen

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