Eight 3D (three dimensional) rock joint geometry modeling schemes which investigate statistical homogeneity, and incorporate corrections for sampling biases and applications of stereology are presented. A procedure for verification of the developed models also is presented. In this study, shape of the joints was assumed as circular. The models provide the number of joint sets, and for each joint set, the intensity, orientation, spacing, location and diameter distributions. Miller's method (1983) with new interpretations (Kulatilake et al., 1990b) and equal area polar plots were used together to identify the largest statistically homogenous region around the ventilation drift, Stripa mine, data of which were used for both modeling and verifi...
The set spacing and general spacing of joints in granitic rocks in the eastern Kuala Lumpur area wer...
Despite that many field studies on joint attribute statistics are available in the literature, there...
Overall mechanical properties of a jointed rock mass are strongly affected by discontinuities – frac...
A new method for estimating rock joint diameter distribution is proposed using joint trace length di...
Geometrical modeling of rock joints in 3D space determines the geometrical parameters of joints such...
A rock joint is a planar discontinuity that has significant influence on the mechanical and hydrauli...
Usually, rock joints are observed in outcrops and excavation walls only as traces. Under some assump...
A three-dimensional statistical joint modeling technique was used to analyze the stability of rock b...
A method for estimating joint size distribution and volumetric frequency using three kinds of joint ...
Rock quality designation (RQD) index, provides a general indication of rock mass quality and is wide...
Methods reported in the literature for rock fracture simulations include approaches based on stochas...
Joint set spacing is a fundamental parameter in the determination of rock mass quality and can be me...
Estimates of representative in-situ block dimensions may be required for stability analyses and for ...
In rock engineering projects, professionals assess the overall rock mass qualities using a sole valu...
The influence of size effect on the hydromechanical behavior of rock mass has long been recognized. ...
The set spacing and general spacing of joints in granitic rocks in the eastern Kuala Lumpur area wer...
Despite that many field studies on joint attribute statistics are available in the literature, there...
Overall mechanical properties of a jointed rock mass are strongly affected by discontinuities – frac...
A new method for estimating rock joint diameter distribution is proposed using joint trace length di...
Geometrical modeling of rock joints in 3D space determines the geometrical parameters of joints such...
A rock joint is a planar discontinuity that has significant influence on the mechanical and hydrauli...
Usually, rock joints are observed in outcrops and excavation walls only as traces. Under some assump...
A three-dimensional statistical joint modeling technique was used to analyze the stability of rock b...
A method for estimating joint size distribution and volumetric frequency using three kinds of joint ...
Rock quality designation (RQD) index, provides a general indication of rock mass quality and is wide...
Methods reported in the literature for rock fracture simulations include approaches based on stochas...
Joint set spacing is a fundamental parameter in the determination of rock mass quality and can be me...
Estimates of representative in-situ block dimensions may be required for stability analyses and for ...
In rock engineering projects, professionals assess the overall rock mass qualities using a sole valu...
The influence of size effect on the hydromechanical behavior of rock mass has long been recognized. ...
The set spacing and general spacing of joints in granitic rocks in the eastern Kuala Lumpur area wer...
Despite that many field studies on joint attribute statistics are available in the literature, there...
Overall mechanical properties of a jointed rock mass are strongly affected by discontinuities – frac...