Text
SP 261-16 The Use of Pessimum Effect to Reduce the Expansion of Concretes Based on ASR Reactive Aggregates
This paper describes how the alkali-silica reaction (ASR) concrete expansion tests at 60°C (140°F) and 100 % relative humidity showed that siliceous limestone aggregates could have pessimum behavior similar to that of flint aggregate. For a given content of alkalis, a concrete made with fine and coarse reactive aggregates expands less than concrete made with reactive fine aggregate and no reactive coarse aggregate. The higher the reactivity of the aggregate, the higher is the observed expansion reduction. This expansion reduction effect could be used to make concrete that would have a low level expansion. Monograph Title.
LOKASI:
Ruang Koleksi Umum
Rak: 5
Ketersediaan
Tidak ada salinan data
Informasi Detail
- Judul Seri
-
Recent Advances in Concrete Technology and Sustainability Issues Proceedings Tenth ACI International Conference Seville, Spain October 2009
- No. Panggil
-
666.9 (063)
- Penerbit
- USA : American Concrete Institute., 2009
- Deskripsi Fisik
-
231-245p: Illus.; 25 cm
- Bahasa
-
English
- ISBN/ISSN
-
978-0-87031-334-9
- Klasifikasi
-
666.9 (063)
- Tipe Isi
-
-
- Tipe Media
-
-
- Tipe Pembawa
-
-
- Edisi
-
-
- Subjek
- Info Detail Spesifik
-
-
- Pernyataan Tanggungjawab
-
-
Versi lain/terkait
Tidak tersedia versi lain
Lampiran Berkas
Tidak Ada Data
Komentar
Anda harus masuk sebelum memberikan komentar
