journal article·2005-09

Effect of modified zeolite on the expansion of alkaline silica reaction

Niu Quanlin, Feng Naiqian

Cement and Concrete Research· Volume 35· Issue 9
Publisher page

Abstract

Abstract Effect of modified zeolite (MZ) on the ASR expansion was analyzed, and comparison between MZ and other mineral admixtures such as fly ash and ground blast furnace slag was made according to ASTM C441. It is shown that the modified zeolite derived from immersion of natural zeolite(NZ) in 2 N NH 4 Cl solution might decrease the concentration of soluble alkalis in pore solution more effectively, as the alkali ions could be exchanged by NH 4 + existed in MZ with formation of NH 3 ·H 2 O, as a result, the expansion due to alkali-silica reaction (ASR) was controlled consequently. In ASTM C441 test, the 14-day expansion of the specimen incorporating 5% of MZ was less than 0.1%, while the percentage of the fly ash and blast furnace slag with the same efficiency was about 25% and 40%, respectively. Physical properties of cement incorporating 5% of MZ, such as normal consistency, setting time, bending and compressive strength also met the requirement of the Chinese national standard.
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Research context

OpenAlex topics: Concrete and Cement Materials Research · Innovative concrete reinforcement materials · Concrete Properties and Behavior

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References (8)

Show source-provided references
1. Jacobs · 1977
2. Jiexiang · 1980
3. Study on the suppression effect of natural zeolite on expansion of concrete due to AAR[J]10.1680/macr.1998.50.1.17 ↗
4. Feng Xiaoxin. Testing the activity of aggregates and studies on the measures for suppressing the expansion due to alkali-aggregate reaction. [doctoral degree dissertation], Tsinghua University, Beijing, China, 2002.
5. Adaptablity of zeolite as an admixture for preventing alkali-aggregate reaction
6. ASTM C1260, Standard test method for potential alkali reactivity of aggregates (mortar bar test), Annual book of AST M Standards, Section 4, vol.04.02 (Concrete and Aggregate). (concrete and aggregates).
7. ASTM C441, Standard test method for effectiveness of mineral admixtures or ground blast-furnace slag in preventing excessive expansion of concrete due to the alkali-silica reaction.
8. Influence of high silica fume and high fly ash contents on alkalinity of pore solution and protection of steel again corrosion