Effect of shrinkage on slant shear and flexure bond strength of cement based micro-concrete for durable concrete repair-Reference-Cited by-同舟云学术

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Effect of shrinkage on slant shear and flexure bond strength of cement based micro-concrete for durable concrete repair

Published:2022-01-08 Issue:1 Volume:7 Page:
ISSN:2365-3159
Container-title:Journal of Building Pathology and Rehabilitation
language:en
Short-container-title:J Build Rehabil

Author:

Nayak Dipti Ranjan^ORCID,Pattnaik Rashmi R.,Panda Bikash Ch.

Publisher

Springer Science and Business Media LLC

Subject

Building and Construction,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s41024-021-00161-y.pdf

Reference30 articles.

1. Abu-Tair AI, Rigden SR, Burley E (1996) Testing the bond between repair materials and concrete substrate. ACI Mater J 93(6):553–558

2. ASTM C 157 (2014) Standard test method for length change of hardened hydraulic cement mortar and concrete. ASTM International, West Conshohocken

3. ASTM C 928 (2014) Standard specification for packaged, dry, rapid-hardening cementitious materials for concrete repairs. ASTM International, West Conshohocken

4. ASTM C109 (2002) Standard test method for compressive strength of hydraulic cement mortars, vol 04. American Society for Testing and Materials, Philadelphia, pp 1–6

5. ASTM C348 (2002) Flexural strength of hydraulic-cement mortars, vol 04. American Society for Testing and Material, Philadelphia, pp 1–6

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Seismic Risk Assessment and Rehabilitation Method of Existing RCC Structures Using Micro Concrete;Civil Engineering Journal;2023-12-01

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