Page 232 - New Trends in Eco efficient and Recycled Concrete

200 New Trends in Eco-efficient and Recycled Concrete

20%
Falade A
Change compressive resistance at 7 days (%) –10% Adewuyi B
10%
Falade B
Falade C
0%
Adewuyi A
–20%
Yang05 A
–30%
Yang05 B
–40%
Yang05 Aa
–50%
Yang05 Ba
Yang10
–60%
–70%
Richardson B
–80%
Cuarado-Rica
0 10 20 30 40 50 60 70 80 90 100 Richardson A
Nor Hazurina
% Aggregate substitution
Periwinkle Scallop Oyster Cockle
Figure 8.5 Variation of compressive resistance at 7 days in concrete with marine shells as
aggregates. Falade A

Variation compressive resistance at 28 days (%) –10% Falade B
20%
10%
Falade C
0%
Adewuyi A
Adewuyi B
–20%
Yang05 A
–30%
Yang05 B
–40%
Yang05 Aa
–50%
Yang05 Ba
–60%
Yang10
–70%
–80%
Nguyen VA
–90%
Nguyen VB
–100%
Nor Hazurina
0 10 20 30 40 50 60 70 80 90 100 Sugiyama
Sabari
% Aggregate substitution Nguyen CA
Nguyen CB
Periwinkle Scallop Oyster
Crepidula Cockle Nguyen CC
Figure 8.6 Variation of compressive resistance at 28 days in concrete with marine shells as
aggregates.