Automatic enhancement of vascular configuration for self-healing concrete through reinforcement learning approach

Chloride-induced corrosion of steel in concrete—insights from bimodal neutron and X-ray microtomography combined with ex-situ microscopy

Comparing the stretching technique and the wavelet cross-spectrum technique for measuring stress-induced wave-velocity changes in concrete

Optimization of vascular structure of self-healing concrete using deep neural network (DNN)

The role of eigen-stresses on apparent strength and stiffness of normal, high strength, and ultra-high performance fibre reinforced concrete

Non-destructive screening methodology based on handheld XRF for the classification of concrete: cement type-driven separation

Life cycle assessment of material footprint in recycling: A case of concrete recycling

An evaluation of the ice melting during concrete-ice abrasion experiment

Stress evolution in restrained GGBFS concrete due to autogenous deformation: bayesian optimization of aging creep

Interpretable Ensemble-Machine-Learning models for predicting creep behavior of concrete

Nanomechanical Characteristics of Interfacial Transition Zone in Nano-Engineered Concrete

Use of reclaimed water for unreinforced concrete block production for the self-construction of houses

Making bioreceptive concrete: Formulation and testing of bioreceptive concrete mixtures

State of Conservation of Concrete Heritage Buildings: A European Screening

Restraining effect of aggregates on autogenous shrinkage in cement mortar and concrete

Bacteria‐based self‐healing concrete: Evaluation of full scale demonstrator projects

Experimental investigation of ASR-affected concrete – The influence of uniaxial loading on the evolution of mechanical properties, expansion and damage indices

Lattice Fracture Model for Concrete Fracture Revisited: Calibration and Validation

Cracking potential of alkali-activated slag and fly ash concrete subjected to restrained autogenous shrinkage

Model for alkali-silica reaction expansions in concrete using zero-thickness chemo-mechanical interface elements