目录
- Editorial for Internet of Things (IoT) and Artificial Intelligence (AI)in geotechnical engineering
- Effectiveness of predicting tunneling-induced ground settlements using machine learning methods with small datasets
- Bio-inspired vibrational wireless underground communication system
- Investigation of feature contribution to shield tunneling-induced settlement using Shapley additive explanations method
- Development of a monitoring and warning system based on optical fiber sensing technology for masonry retaining walls and trees
- A novel image-based approach for interactive characterization of rock fracture spacing in a tunnel face
- Slope stability prediction using ensemble learning techniques: A case study in Yunyang County, Chongqing, China
- Auto machine learning-based modelling and prediction of excavationinduced tunnel displacement
- Stability analysis of surrounding rock mass in underground powerhouse considering damage effect of microfractures
- Deep learning-based key-block classification framework for discontinuous rock slopes
- Machine learning-based automatic control of tunneling posture of shield machine
- Finite element analysis of slope stability by expanding the mobilized principal stress Mohr’s circles - Development, encoding and validation
- Using multivariate adaptive regression splines to develop relationship between rock quality designation and permeability
- Bayesian machine learning-based method for prediction of slope failure time
- A TPDP-MPM-based approach to understanding the evolution mechanism of landslide-induced disaster chain
- Effect of the in situ leaching solution of ion-absorbed rare earth on the mechanical behavior of basement rock
- Adaptive sampling strategy for characterizing spatial distribution of soil liquefaction potential using cone penetration test
- Real-time analysis and prediction of shield cutterhead torque using optimized gated recurrent unit neural network
- Effect of fiber-reinforcement on the mechanical behavior of sand approaching the critical state
- A stable CS-FEM for the static and seismic stability of a single square tunnel in the soil where the shear strength increases linearly with depth
- Responses of calcareous sand foundations to variations of groundwater table and applied loads
- Multi-perspective analysis on rainfall-induced spatial response of soil suction in a vegetated soil
- Prediction of geological characteristics from shield operational parameters by integrating grid search and K-fold cross validation into stacking classification algorithm
- Experimental study on uplift mechanism of pipeline buried in sand using high-resolution fiber optic strain sensing nerves
- Stabilization of expansive soils using chemical additives: A review
- Deep learning of rock microscopic images for intelligent lithology identification: Neural network comparison and selection