The time and space of the support structure applying is related to the overall stability of the roadway after excavation directly. Designed twenty-four groups of roadway support schemes with time and space dimensions, and studied the stability characteristics of roadway in different schemes by using Fast Lagrangian Analysis of Continua in Three Dimensions. The main conclusions are as follows: the influence of energy dissipation (time) and support position (space) on the stability of the roadway is not a linear relationship, and supporting at the appropriate opportunity can be beneficial. Established the "displacement-dissipation energy" curve, founding that there is an obvious "jump" phenomenon in the dissipation energy of surrounding rock ...
AbstractThis paper describes the procedures for design of supports and stabilization measures in the...
A three-dimensional geomechanical physical model is first constructed according to the similar simul...
Through in-situ stress measurements, stress data were obtained from an auxiliary transportation road...
The time and space of the support structure applying is related to the overall stability of the road...
The time and space of the support structure applying is related to the overall stability of the road...
The time and space of the support structure applying is related to the overall stability of the road...
The time and space of the support structure applying is related to the overall stability of the road...
The time and space of the support structure applying is related to the overall stability of the road...
The time and space of the support structure applying is related to the overall stability of the road...
The time and space of the support structure applying is related to the overall stability of the road...
The time and space of the support structure applying is related to the overall stability of the road...
The time and space of the support structure applying is related to the overall stability of the road...
According to the surrounding rock stability type determined through fuzzy comprehensive evaluation, ...
To solve the technical problem of supporting a water-dripping roadway below contiguous seams at the ...
The objective is to study the design method of roadway support and provide technical support for coa...
AbstractThis paper describes the procedures for design of supports and stabilization measures in the...
A three-dimensional geomechanical physical model is first constructed according to the similar simul...
Through in-situ stress measurements, stress data were obtained from an auxiliary transportation road...
The time and space of the support structure applying is related to the overall stability of the road...
The time and space of the support structure applying is related to the overall stability of the road...
The time and space of the support structure applying is related to the overall stability of the road...
The time and space of the support structure applying is related to the overall stability of the road...
The time and space of the support structure applying is related to the overall stability of the road...
The time and space of the support structure applying is related to the overall stability of the road...
The time and space of the support structure applying is related to the overall stability of the road...
The time and space of the support structure applying is related to the overall stability of the road...
The time and space of the support structure applying is related to the overall stability of the road...
According to the surrounding rock stability type determined through fuzzy comprehensive evaluation, ...
To solve the technical problem of supporting a water-dripping roadway below contiguous seams at the ...
The objective is to study the design method of roadway support and provide technical support for coa...
AbstractThis paper describes the procedures for design of supports and stabilization measures in the...
A three-dimensional geomechanical physical model is first constructed according to the similar simul...
Through in-situ stress measurements, stress data were obtained from an auxiliary transportation road...