Cracking and coalescence behavior has been studied experimentally with prismatic laboratory-molded gypsum and Carrara marble specimens containing two parallel pre-existing open flaws. This was done at both the macroscopic and the microscopic scales, and the results are presented in two separate papers. This paper (the first of two) summarizes the macroscopic experimental results and investigates the influence of the different flaw geometries and material, on the cracking processes. In the companion paper (also in this issue), most of the macroscopic deformation and cracking processes shown in this present paper will be related to the underlying microscopic changes. In the present study, a high speed video system was used, which allowed us t...
Cracking and coalescence behavior in a rectangular rock-like specimen containing two parallel (stepp...
As a special set of fractures of regular orientation and spacing, en-echelon fractures ...
Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, ...
Laboratory uniaxial compression tests were conducted on prismatic, molded gypsum and Carrara marble ...
Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering...
This paper presents the results of an experimental study in which molded gypsum and Carrara Marble s...
The loading conditions influence not only the strength but also the cracking behaviors of rocks. The...
This paper presents a comprehensive study of the cracking and coalescence behavior of granite specim...
© 2015 Elsevier B.V. En-echelon fractures have been commonly observed in a fault zone. To better und...
Uniaxial compression tests were conducted on marble specimens containing two flaws. There are coplan...
The degradation process of natural stones is reproduced by performing low-cycle-number, uniaxial com...
Discontinuities in rocks can affect the strength and stiffness of rocks which are important factors ...
A unified phenomenological framework is proposed for fracturing phenomena in pre-cracked brittle mat...
Cracking and coalescence behavior in a rectangular rock-like specimen containing two parallel (stepp...
The research on the mechanical properties and the cracking behaviour of rocks under dynamic loadings...
Cracking and coalescence behavior in a rectangular rock-like specimen containing two parallel (stepp...
As a special set of fractures of regular orientation and spacing, en-echelon fractures ...
Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, ...
Laboratory uniaxial compression tests were conducted on prismatic, molded gypsum and Carrara marble ...
Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering...
This paper presents the results of an experimental study in which molded gypsum and Carrara Marble s...
The loading conditions influence not only the strength but also the cracking behaviors of rocks. The...
This paper presents a comprehensive study of the cracking and coalescence behavior of granite specim...
© 2015 Elsevier B.V. En-echelon fractures have been commonly observed in a fault zone. To better und...
Uniaxial compression tests were conducted on marble specimens containing two flaws. There are coplan...
The degradation process of natural stones is reproduced by performing low-cycle-number, uniaxial com...
Discontinuities in rocks can affect the strength and stiffness of rocks which are important factors ...
A unified phenomenological framework is proposed for fracturing phenomena in pre-cracked brittle mat...
Cracking and coalescence behavior in a rectangular rock-like specimen containing two parallel (stepp...
The research on the mechanical properties and the cracking behaviour of rocks under dynamic loadings...
Cracking and coalescence behavior in a rectangular rock-like specimen containing two parallel (stepp...
As a special set of fractures of regular orientation and spacing, en-echelon fractures ...
Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, ...