<p>The rose diagrams of the persistence ratio <i>k</i> of jointed rock mass for the different slopes((a) The rose diagrams of the persistence ratio <i>k</i> of jointed rock mass for the first slope; (b) The rose diagrams of the persistence ratio <i>k</i> of jointed rock mass for the second slope)</p
Abstract: Stress distribution in mountainous areas is influenced by local morphology. Valley morphol...
This research investigates the decay of rock masses underlying slopes, and seeks to quantify the rel...
[Section A] MARD 1.0 is a computer program for generating smoothed rose diagrams by using a moving a...
For mining and civil engineering projects rock slope stability is an essential part of safety and fi...
The stability of high rock slopes is controlled by many geological factors including the orientation...
Abstract: Most of the models that simulate fractured rock masses assume fully persistent discon-tinu...
This paper uses numerical limit analysis to produce stability charts for rock slopes. These charts h...
(a) Number evolution of different-scale fractures during critical deformation stages. (b) Rose diagr...
The geomorphological behaviour of steep jointed rock slopes has been studied using distinct element ...
Overhanging rock slopes (steeper than 90°) are typically avoided in rock engineering design, particu...
<p>Univariate data of notches in the three rock types. The data of hornfels and dolerite have been r...
The stability of rock slopes in Brisbane can generally be assessed qualitatively on the basis of the...
The rock mass discontinuity, being one of the basic tectonic fabric characteristics, has been elabor...
In rockfall prone areas the evaluation of the risk due to worst case scenarios requires the establis...
Mass movement processes of bedrock slopes are highly dependent on the orientations of structural dis...
Abstract: Stress distribution in mountainous areas is influenced by local morphology. Valley morphol...
This research investigates the decay of rock masses underlying slopes, and seeks to quantify the rel...
[Section A] MARD 1.0 is a computer program for generating smoothed rose diagrams by using a moving a...
For mining and civil engineering projects rock slope stability is an essential part of safety and fi...
The stability of high rock slopes is controlled by many geological factors including the orientation...
Abstract: Most of the models that simulate fractured rock masses assume fully persistent discon-tinu...
This paper uses numerical limit analysis to produce stability charts for rock slopes. These charts h...
(a) Number evolution of different-scale fractures during critical deformation stages. (b) Rose diagr...
The geomorphological behaviour of steep jointed rock slopes has been studied using distinct element ...
Overhanging rock slopes (steeper than 90°) are typically avoided in rock engineering design, particu...
<p>Univariate data of notches in the three rock types. The data of hornfels and dolerite have been r...
The stability of rock slopes in Brisbane can generally be assessed qualitatively on the basis of the...
The rock mass discontinuity, being one of the basic tectonic fabric characteristics, has been elabor...
In rockfall prone areas the evaluation of the risk due to worst case scenarios requires the establis...
Mass movement processes of bedrock slopes are highly dependent on the orientations of structural dis...
Abstract: Stress distribution in mountainous areas is influenced by local morphology. Valley morphol...
This research investigates the decay of rock masses underlying slopes, and seeks to quantify the rel...
[Section A] MARD 1.0 is a computer program for generating smoothed rose diagrams by using a moving a...