Malaysian
Journal of Analytical Sciences Vol 19 No 3 (2015): 565 – 573
EVALUATION OF THE COMPRESSIVE
STRENGTH OF CEMENT-SPENT RESINS MATRIX MIXED WITH BIOCHAR
(Penilaian
Kekuatan Mampatan Matriks Simen-Resin Terpakai yang dicampur dengan Bioarang)
Zalina Laili1, 2*, Muhamad
Samudi Yasir1, Mohd Abdul Wahab2, Nur Azna Mahmud2,
Nurfazlina Zainal Abidin2
1Nuclear Science Programme,
School
of Applied Physics, Faculty of Science and Technology
Universiti
Kebangsaan Malaysia, 43600 UKM Bangi, Selangor Darul Ehsan< Malaysia
2Waste & Environmental Technology Division
Malaysian
Nuclear Agency (Nuclear Malaysia), 43000 Bangi, Kajang, Selangor Darul Ehsan,
Malaysia
*Corresponding author: liena@nm.gov.my
Received: 2
April 2015; Accepted: 25 May 2015
Abstract
The evaluation of compressive strength
of cement-spent resins matrix mixed with biochar was investigated. In this
study, biochar with different percentage (5%, 8%, 11% 14% and 18%) was used as
alternative admixture material for cement solidification of spent resins. Some
properties of the physical and chemical of spent resins and biochar were also
investigated. The performance of cemented spent resins with the addition of
biochar was evaluated based on their compressive strength and the water
resistance test. The compressive strength was evaluated at three different
curing periods of 7, 14 and 28 days, while 4 weeks of immersion in distilled
water was chosen for water resistance test. The result indicated that the
compressive strength at 7, 14 and 28 days of curing periods were above the
minimum criterion i.e. > 3.45 MPa of acceptable level for cemented waste
form. Statistical analysis showed that there was no significant relationship
between the compressive strength of the specimen and the percentage of biochar
content. Result from the water resistance test showed that only one specimen
that contained of 5% of biochar failed the water resistance test due to the
high of spent resins/biochar ratio. The compressive strength of cement
solidified spent resins was found increased after the water resistance test
indicating further hydration occurred after immersed in water. The results of
this study also suggest that the specimen with 8%, 11%, 14% and 18% of biochar
content were resistance in water and suitable for the leaching study of
radionuclides from cement-biochar-spent resins matrix.
Keywords: biochar,
cement, compressive strength, solidification, spent resins, water resistance
Abstrak
Penilaian terhadap kekuatan mampatan
matriks simen-resin terpakai yang dicampur dengan bioarang telah dijalankan.
Dalam kajian ini, bioarang dengan peratusan yang berbeza (5%, 8%, 11% 14% dan
18%) telah digunakan sebagai bahan tambah bagi pemejalan menggunakan simen ke
atas resin terpakai. Beberapa sifat fizik dan kimia resin terpakai dan bioarang
juga dikaji. Prestasi resin terpakai yang disimenkan dengan ditambah bioarang
dinilai berdasarkan kekuatan mampatan dan ujian ketahanan air. Hasil kajian
menunjukkan kekuatan mampatan pada 7, 14 dan 28 hari masa pengawetan adalah
melebihi kriteria minimum aras penerimaan bentuk sisa, iaitu 3.45 MPa. Analisis statistik menunjukkan tiada perkaitan
signifikan di antara kekuatan mampatan spesimen dan peratusan kandungan
bioarang. Hasil kajian ke atas ketahanan air pula menunjukkan hanya satu spesimen,
iaitu yang mengandungi 5% bioarang gagal dalam ujian ketahanan air. Kekuatan
mampatan spesimen didapati meningkat selepas ujian ketahanan air. Ini
menunjukkan berlaku kesinambungan dalam penghidratan selepas direndam di dalam
air. Keputusan daripada kajian ini juga mencadangkan spesimen dengan kandungan
bioarang sebanyak 8%, 11%, 14% dan 18% adalah tahan di dalam air dan sesuai
untuk menjalani kajian larut lesap radionuklid daripada matriks
simen-bioarang-resin terpakai.
Kata
kunci: bioarang,
simen, kekuatan mampatan, pemejalan, resin terpakai, ketahanan air
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