The paper deals with the phenomenon of fatigue formation in soils over karst cavities under cyclic loading near the fatigue limit. A method is proposed for determining the stress state of the integumentary earth arising during the considered technogenic cyclic loads. Currently, the assessment of the possibility of karst cavities collapse is performed on the basis of static models, without taking into account the dynamic technogenic load. Especially in the case of slow cyclic loads of low intensity, which do not directly lead to collapse of the soil above the karst cavities. However, these actions change the bearing capacity of soils that are not taken into account at the exploration stage and are not laid in the project documentation for th...
Soils under spacio-temporally clustered events loading are susceptible to soil fatigue as pore press...
The article represents the results of seismic monitoring during pillar recovery at the level +320m o...
The alternative view of the current status and perspective of seismic prediction studies is discusse...
© Published under licence by IOP Publishing Ltd. For the North-Eastern part of the Kazan the problem...
Analysis of different factors of the natural structure allowed assessing the hazards at the territor...
The aim of this paper is to describe improvements in the accuracy of forecasting karst collapse by s...
The karst belt stretching from Alabama to New England is dominated by limestone/dolostone rocks whic...
This work has been carried out using methods of numerical modeling to detect weakened zones in the b...
The emergency condition of a structure that is complex in plan of and located in the mine developmen...
The emergency condition of the mine surface facilities including a coal wash plant, a crusher, a bun...
The article presents the results of geomechanical studies to assess the rock-bump hazard of the rock...
Human activity on the karst landscape can result in subsidence or collapse, particularly when the th...
The fore-Ural is a classical region of intrastratal gypsum karst. The intensive development of karst...
Clay subgrade beneath railway track experiences stress of cyclic nature that can result in progressi...
This paper studies the rock mass stress state under highland conditions, depending on the geological...
Soils under spacio-temporally clustered events loading are susceptible to soil fatigue as pore press...
The article represents the results of seismic monitoring during pillar recovery at the level +320m o...
The alternative view of the current status and perspective of seismic prediction studies is discusse...
© Published under licence by IOP Publishing Ltd. For the North-Eastern part of the Kazan the problem...
Analysis of different factors of the natural structure allowed assessing the hazards at the territor...
The aim of this paper is to describe improvements in the accuracy of forecasting karst collapse by s...
The karst belt stretching from Alabama to New England is dominated by limestone/dolostone rocks whic...
This work has been carried out using methods of numerical modeling to detect weakened zones in the b...
The emergency condition of a structure that is complex in plan of and located in the mine developmen...
The emergency condition of the mine surface facilities including a coal wash plant, a crusher, a bun...
The article presents the results of geomechanical studies to assess the rock-bump hazard of the rock...
Human activity on the karst landscape can result in subsidence or collapse, particularly when the th...
The fore-Ural is a classical region of intrastratal gypsum karst. The intensive development of karst...
Clay subgrade beneath railway track experiences stress of cyclic nature that can result in progressi...
This paper studies the rock mass stress state under highland conditions, depending on the geological...
Soils under spacio-temporally clustered events loading are susceptible to soil fatigue as pore press...
The article represents the results of seismic monitoring during pillar recovery at the level +320m o...
The alternative view of the current status and perspective of seismic prediction studies is discusse...