Mats Emborg
- Experimental based assessment of formwork pressure theoretical design models for self-compacting concrete. In: Journal of Building Engineering, v. 68 (June 2023). (2023):
- Bonded Concrete Overlays: A Brief Discussion on Restrained Shrinkage Deformations and Their Prediction Models. In: Nordic Concrete Research, v. 61, n. 2 (December 2019). (2019):
- Plastic Shrinkage Cracking of Self-compacting Concrete: Influence of Capillary Pressure and Dormant Period. In: Nordic Concrete Research, v. 60, n. 1 (June 2019). (2019):
- Experimental validation of a novel method for estimating the severity of plastic shrinkage cracking in concrete. In: Construction and Building Materials, v. 339 (July 2022). (2022):
- Talc-Based Concrete for Sealing Borehole Optimized by Using Particle Packing Theory. In: Journal of Civil Engineering and Architecture, v. 7, n. 4 (April 2013). (2013):
- Effect of Steel Fibres Extracted from Recycled Tyres on Plastic Shrinkage Cracking in Self-Compacting Concrete. In: Magazine of Concrete Research, v. 73, n. 24 (December 2021). (2021):
- Shape-dependent calculation of specific surface area of aggregates versus X-ray microtomography. In: Magazine of Concrete Research, v. 72, n. 2 (January 2020). (2020):
- The severity of plastic shrinkage cracking in concrete: a new model. In: Magazine of Concrete Research, v. 73, n. 6 (March 2021). (2021):
- Estimation of specific surface area of particles based on size distribution curve. In: Magazine of Concrete Research, v. 70, n. 10 (May 2018). (2018):
- Assessment of Risk of Thermal Cracking in Hardening Concrete. In: Journal of Structural Engineering (ASCE), v. 120, n. 10 (October 1994). (1994):
- (2015): Protecting a five span prestressed bridge against ground deformations. Presented at: IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015.
- Innovative construction with cast in place concrete using product models. Presented at: fib Symposium 2004, 26-28 April 2004, Avignon. (2004):