Add to ORKGIn this paper a method based on multilevel fuzzy logic is formulated to evaluate the susceptibility of rock layers to bending-toppling deformation. The method was used in evaluating slope stability at the Longtan Hydropower Project on the Red Water River, Guangxi, China.link_to_subscribed_fulltex
Deformation modulus is the important parameter in stability analysis of tunnels, dams and mining str...
With the continuous development of society and economy, infrastructure construction is expanding on ...
The aim of this study is to examine cracking and instability of the high and steep left bank slope w...
The numerical calculation method is widely used in the evaluation of slope stability, but it cannot ...
The stability assessment of loess slopes is of great significance for slope reinforcement and safety...
This study presents a fuzzy logical decision-making algorithm based on block theory to effectively d...
Due to the development of cities and towns, the shortage of constructible land becomes a serious pro...
In order to get more practical uncertain results, according to different stability states, common sl...
AbstractDue to the development of cities and towns, the shortage of constructible land becomes a ser...
Rock slope failure modes are either driven by structurally controlled mechanisms (planar, wedge, or ...
Abstract — The main goal of this research is to predict the stability of slopes using fuzzy logic sy...
The stability of slopes is a topic of great interest to the geotechnical engineer, given the signifi...
Landslide susceptibility evaluation at regional scale is commonly performed based dominantly on the ...
More than 35% of the earth's crust is comprised of clay-bearing rocks, characterized by a wide varia...
Rock mass classification systems are the most commonly used empirical tools in preliminary design of...
Deformation modulus is the important parameter in stability analysis of tunnels, dams and mining str...
With the continuous development of society and economy, infrastructure construction is expanding on ...
The aim of this study is to examine cracking and instability of the high and steep left bank slope w...
The numerical calculation method is widely used in the evaluation of slope stability, but it cannot ...
The stability assessment of loess slopes is of great significance for slope reinforcement and safety...
This study presents a fuzzy logical decision-making algorithm based on block theory to effectively d...
Due to the development of cities and towns, the shortage of constructible land becomes a serious pro...
In order to get more practical uncertain results, according to different stability states, common sl...
AbstractDue to the development of cities and towns, the shortage of constructible land becomes a ser...
Rock slope failure modes are either driven by structurally controlled mechanisms (planar, wedge, or ...
Abstract — The main goal of this research is to predict the stability of slopes using fuzzy logic sy...
The stability of slopes is a topic of great interest to the geotechnical engineer, given the signifi...
Landslide susceptibility evaluation at regional scale is commonly performed based dominantly on the ...
More than 35% of the earth's crust is comprised of clay-bearing rocks, characterized by a wide varia...
Rock mass classification systems are the most commonly used empirical tools in preliminary design of...
Deformation modulus is the important parameter in stability analysis of tunnels, dams and mining str...
With the continuous development of society and economy, infrastructure construction is expanding on ...
The aim of this study is to examine cracking and instability of the high and steep left bank slope w...