Pore characteristics (>0.1 mm) of non-air entrained concrete destroyed by freeze-thaw cycles based on CT scanning and 3D printing-Reference-Cited by-同舟云学术

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Pore characteristics (>0.1 mm) of non-air entrained concrete destroyed by freeze-thaw cycles based on CT scanning and 3D printing

Published:2018-07 Issue: Volume:151 Page:314-322
ISSN:0165-232X
Container-title:Cold Regions Science and Technology
language:en
Short-container-title:Cold Regions Science and Technology

Author:

Tian Wei,Han Nv

Funder

State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology

National Natural Science Foundation of China

Chang'an University

State Key Laboratory for Geomechanics and Deep Underground Engineering

Natural National Science Foundation

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology

Reference31 articles.

1. Investigation of microstructural damage in shotcrete under a freeze–thaw environment;Chen;Constr. Build. Mater.,2015

2. A sensitivity study for the visualization of bacterial weathering of concrete and stone with computerized X-ray microtomography;De Graef;Sci. Total Environ.,2005

3. Mechanical properties of structures 3D printed with cementitious powders;Feng;Constr. Build. Mater.,2015

4. Fundamental study on applicability of powder-based 3D printer for physical modeling in rock mechanics;Fereshtenejad;Rock Mech. Rock. Eng.,2016

5. 3D printing of cement composites;Gibbons;Adv. Appl. Ceram.,2010

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3. Influence of print paths on mechanical properties and fracture propagation of 3D printed concrete;Construction and Building Materials;2024-08

4. Size Effect on Pore-Scale Variables and Heterogeneous Pore-Network Characteristics in Carbonate Rocks;KSCE Journal of Civil Engineering;2024-07-12

5. Three-dimensional microscale numerical simulation of fiber-reinforced concrete under sulfate freeze-thaw action;Case Studies in Construction Materials;2024-07

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