1 |
Korea Construction Standard Center. Standard Specification of Concrete. Seoul: Ministry of Land, Infrastructure and Transport; 2016. p. 96-106.
|
2 |
Sim JI, Yang KH. Structural safety of lightweight aggregate concrete. Magazine of the Korea Concrete Institute. 2011 Sep;23(5):27-32.
DOI
|
3 |
Korea Concrete Institute. Choisin concrete gonghak [The newest engineering of concrete]. Seoul (Korea): Kimoondang; 2011. 930 p.
|
4 |
ACI Committee 211.2. Standard practice for selecting proportions for structural lightweight concrete (ACI 211.2-98). MI, Farmington Hills: American Concrete Institute; 1998. 18 p.
|
5 |
Architectural Institute of Japan. Japanese architectural standard specification for reinforced concrete work (JASS 5) english version. Tokyo (Japan): Architectural Institute of Japan; 2009. 171 p.
|
6 |
Comite Euro-International du Beton. fib model code for concrete structures 2010. Switzerland: International Federation for Structural Concrete (Fib); 2000. 402 p.
|
7 |
Choi JJ. Mix proportioning and constructability of lightweight aggregate concrete. Magazine of the Korea Concrete Institute. 2011 Sep;23(5):18-26.
DOI
|
8 |
Yang KH. Mix design of lightweight aggregate concrete and determination of targeted dry density of concrete. Journal of the Korea Institute of Building Construction. 2013 Oct;13(5):491-7.
DOI
|
9 |
Sim JI, Yang KH. Effect of the maximum aggregate size on the workability and mechanical properties of lightweight concrete. Journal of the Architectural Institute of Korea Structure & Construction. 2015 May;28(5):61-8.
DOI
|
10 |
Sim JI, Yang KH. mechanical properties of lightweight aggregate concrete according to the substitution rate of natural sand and maximum aggregate size. Journal of the Korea Concrete Institute. 2011 Oct;23(5):551-8.
DOI
|
11 |
Neville AM. Properties of concrete. 5th ed. UK, Harlow: Pearson Education Limited; 2011. 846 p.
|
12 |
ACI Committee 318. Building code requirements for structural concrete (ACI 318-14). MI, Farmington Hills: American Concrete Institute; 2014. 519 p.
|