This paper presents a novel allowable deformation prediction model of surrounding rock based on support vector machine (SVM). The engineering rock mass classification is subdivided based on the national standards Standard for Engineering Classification of Rock Masses in order to get more accurate physicalmechanical parameters. Using the developed parameters, 100 sets of multi-factors and multi-levels orthogonal experiments are designed, which are simulated with two-dimensional numerical models established based on ABAQUS. 100 groups of learning samples and 9 samples of random inspection are obtained. The prediction model has been established from the study of learning samples based on LibSVM. Using this model, 9 samples of random inspection...
AbstractSubsidence coefficient is a key parameter for ground movement and deformation prediction whe...
The rock mass deformation modulus (Em) is an essential input parameter in numerical modeling for ass...
The fast and accurate classification of surrounding rock mass is the basis for tunnel design and con...
This paper presents a novel allowable deformation prediction model of surrounding rock based on supp...
Multi-step-ahead prediction of tunnel surrounding rock displacement is an effective way to ensure th...
Featured Application: AI application in UCS prediction for limestones of Maragheh. The geomechanical...
The reliable prediction of the surface vertical displacement deformation of deep foundation pits is ...
Abstract: In order to forecast the displacement of deep foundation pit support, this document propos...
This paper principally studies the prediction of slope deformation based on Support Vector Machine (...
Abstract Problems in deep excavations are full of uncertain, vague, and incomplete information. In m...
Flyrock is an undesirable phenomenon in the blasting operation of open pit mines. Flyrock danger zon...
Classification of the surrounding rock is the basis of tunnel design and construction. However, conv...
AbstractSince the traditional methods to estimation of the thickness of broken rock zone (BRZ) are u...
Tunnel squeezing is one of the major geological disasters that often occur during the construction o...
Two algorithms are outlined, each of which has interesting features for modeling of spatial variabil...
AbstractSubsidence coefficient is a key parameter for ground movement and deformation prediction whe...
The rock mass deformation modulus (Em) is an essential input parameter in numerical modeling for ass...
The fast and accurate classification of surrounding rock mass is the basis for tunnel design and con...
This paper presents a novel allowable deformation prediction model of surrounding rock based on supp...
Multi-step-ahead prediction of tunnel surrounding rock displacement is an effective way to ensure th...
Featured Application: AI application in UCS prediction for limestones of Maragheh. The geomechanical...
The reliable prediction of the surface vertical displacement deformation of deep foundation pits is ...
Abstract: In order to forecast the displacement of deep foundation pit support, this document propos...
This paper principally studies the prediction of slope deformation based on Support Vector Machine (...
Abstract Problems in deep excavations are full of uncertain, vague, and incomplete information. In m...
Flyrock is an undesirable phenomenon in the blasting operation of open pit mines. Flyrock danger zon...
Classification of the surrounding rock is the basis of tunnel design and construction. However, conv...
AbstractSince the traditional methods to estimation of the thickness of broken rock zone (BRZ) are u...
Tunnel squeezing is one of the major geological disasters that often occur during the construction o...
Two algorithms are outlined, each of which has interesting features for modeling of spatial variabil...
AbstractSubsidence coefficient is a key parameter for ground movement and deformation prediction whe...
The rock mass deformation modulus (Em) is an essential input parameter in numerical modeling for ass...
The fast and accurate classification of surrounding rock mass is the basis for tunnel design and con...