| Attribute recognition model for risk assessment of water inrush |
44 |
| A novel hybrid intelligent model of support vector machines and the MultiBoost ensemble for landslide susceptibility modeling |
43 |
| Novel hybrid artificial intelligence approach of bivariate statistical-methods-based kernel logistic regression classifier for landslide susceptibility modeling |
35 |
| Spatial prediction of landslide susceptibility using data mining-based kernel logistic regression, naive Bayes and RBFNetwork models for the Long County area (China) |
35 |
| A neuro-genetic predictive model to approximate overbreak induced by drilling and blasting operation in tunnels |
33 |
| Predicting tunnel boring machine performance through a new model based on the group method of data handling |
30 |
| Consistency analysis of Hoek-Brown and equivalent Mohr-coulomb parameters in calculating slope safety factor |
29 |
| The stability and roof-support optimization of roadways passing through unfavorable geological bodies using advanced detection and monitoring methods, among others, in the Sanmenxia Bauxite Mine in China's Henan Province |
25 |
| V shaped gully method for controlling rockfall on high-steep slopes in China |
24 |
| Prioritization of effective factors in the occurrence of land subsidence and its susceptibility mapping using an SVM model and their different kernel functions |
24 |
| Study on the failure mechanism and stability control measures in a large-cutting-height coal mining face with a deep-buried seam |
23 |
| Numerical investigation on a grouting mechanism with slurry-rock coupling and shear displacement in a single rough fracture |
23 |
| Prioritization of landslide conditioning factors and its spatial modeling in Shangnan County, China using GIS-based data mining algorithms |
22 |
| Case histories of rock bursts under complicated geological conditions |
21 |
| Landslide susceptibility mapping at Ovack-Karabuk (Turkey) using different artificial neural network models: comparison of training algorithms |
20 |
| Determination of earth pressure balance tunnel-related maximum surface settlement: a multivariate adaptive regression splines approach |
18 |
| A new rock creep model based on variable-order fractional derivatives and continuum damage mechanics |
18 |
| Application of deep neural networks in predicting the penetration rate of tunnel boring machines |
17 |
| Comprehensive evaluation of the stability of the left-bank slope at the Baihetan hydropower station in southwest China |
17 |
| Groundwater control and curtain grouting for tunnel construction in completely weathered granite |
17 |
| Stability analysis of rock slopes against sliding or flexural-toppling failure |
15 |
| Mechanical evolution of constant resistance and large deformation anchor cables and their application in landslide monitoring |
15 |
| Adaptive neuro-fuzzy inference system (ANFIS) modeling for landslide susceptibility assessment in a Mediterranean hilly area |
15 |
| Deformation failure characteristics of coal-rock combined body under uniaxial compression: experimental and numerical investigations |
14 |
| Risk assessment of water inrush in karst tunnels excavation based on normal cloud model |
14 |
| A novel hybrid model of Bagging-based Naive Bayes Trees for landslide susceptibility assessment |
14 |
| Automatic calculation of rainfall thresholds for landslide occurrence in Chukha Dzongkhag, Bhutan |
14 |
| The effects of mining subsidence and drainage improvements on a waterlogged area |
14 |
| Theoretical analysis and model test for rainfall-induced shallow landslides in the red-bed area of Sichuan |
14 |
| Predicting earthquake-induced soil liquefaction based on a hybridization of kernel Fisher discriminant analysis and a least squares support vector machine: a multi-dataset study |
14 |
| An artificial neural network based model to predict spatial soil type distribution using piezocone penetration test data (CPTu) |
13 |
| Micro/macro physical and mechanical variation of red sandstone subjected to cyclic heating and cooling: an experimental study |
13 |
| A review on land subsidence caused by groundwater withdrawal in Xi'an, China |
13 |
| Failure characteristics of rock-like materials with single flaws under uniaxial compression |
13 |
| Physical modeling of the controlled shaft deformation law during the solid backfill mining of ultra-close coal seams |
13 |
| Intelligent modelling of sandstone deformation behaviour using fuzzy logic and neural network systems |
13 |
| Determination of the embedded length of stabilizing piles in colluvial landslides with upper hard and lower weak bedrock based on the deformation control principle |
13 |
| The use of tunnelling parameters and spoil characteristics to assess soil types: a case study from alluvial deposits at a pipejacking project site |
12 |
| Acoustic emission characteristics of a fine-grained marble with different thermal damages and specimen sizes |
12 |
| Biocementation of calcareous sand using soluble calcium derived from calcareous sand |
12 |
| Slope stability analysis based on the Coupled Eulerian-Lagrangian finite element method |
11 |
| Reliability analysis of unsaturated soil slope stability under infiltration considering hydraulic and shear strength parameters |
11 |
| Specimen shape and cross-section effects on the mechanical properties of rocks under uniaxial compressive stress |
11 |
| Effects of the configuration of a baffle-avalanche wall system on rock avalanches in Tibet Zhangmu: discrete element analysis |
11 |
| Anisotropic mechanical behaviors of columnar jointed basalt under compression |
11 |
| ARMR, a new classification system for the rating of anisotropic rock masses |
11 |
| Clarifying the hydrological mechanisms and thresholds for rainfall-induced landslide: in situ monitoring of big data to unsaturated slope stability analysis |
10 |
| Effects of thermal treatment on physico-morphological properties of Indian fine-grained sandstone |
10 |
| Model tree approach for predicting uniaxial compressive strength and Young's modulus of carbonate rocks |
10 |
| Comparison of data-driven models of loess landslide runout distance estimation |
10 |
