Program Studi D3 Teknik Sipil
TUGAS RANCANGAN CAMPURAN BETON METODE SNI 03-2834-2000 [TUGAS 4.2] [Download]TUGAS RANCANGAN BETON SNI 7656:2012 KELAS A dan B [Download Tugas]
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Rancangan Campuran Beton SNI 7656:2012 [PPT] [Excel Rancangan SNI 7656:21012]
Rancangan Campuran Beton SNI 03-2834-2000
Rancangan Campuran Beton SNI 03-2834-2000
TUGAS#2: Rancangan Campuran Aggregat [Download Tugas#2]
Dikumpulkan sampai dengan Senin, 8 April 2019 Jam 10.00 Wib
ACI Education Bulletin E2-00 Reinforced for Concrete_Material and Applications
ACI Education Bulletin E3-13 Cementitious Materials for Concrete
ACI Education Bulletin E4-12 Chemical Admixtures for Concrete
New Article:
Sustainable Material for Local Road Using Pervious Concrete with Various Aggregates
Analysis of Work Safety and Health Risk Management Qualitatives in Reducing Construction Project Cost Overruns
DOI: 10.18502/kss.v3i12.4141
American Concrete Institute Education Bulletin
ACI Education Bulletin E3-13 Cementitious Materials for Concrete
ACI Education Bulletin E4-12 Chemical Admixtures for Concrete
New Article:
Sustainable Material for Local Road Using Pervious Concrete with Various Aggregates
Analysis of Work Safety and Health Risk Management Qualitatives in Reducing Construction Project Cost Overruns
DOI: 10.18502/kss.v3i12.4141
Properties of Pervious Concrete with Various Type and Size of Aggregates
Abstract. The
benefit of pervious concrete lies on its ability to transport a large volume of
water through its pores to the underlying strata, and serves as a pavement for
vehicles and pedestrian. The research aimed to determine the properties of
pervious concrete based on trials in the laboratory. The method used in this
research is an experiment in the laboratory in accordance with appropriate
standards and concerned to research. The
local material used in the mixtures was material composition with Portland
Cement Composite by water-cement (W/C) ratio 0.27 to 0.34, aggregates with
various types and sizes and using fly ash and superplasticizer as added
ingredients. The mixture of trial used 4.25 for aggregate‐cement ratios (A/C)
with proportion of 6% fine aggregate (sand), 15% flay-ash and superplastizer
with low dosages. The test results show a slight difference in compressive
strength and split tensile strength with variations in W/C including the use of
aggregate types and size. The permeability by using natural aggregate is more
porous compared to crushed stone. The effect of aggregate size from small to
large, will result in decreased density (unit weight) and increased void in the
mixture. A good agreement was reached in the case of mixtures with 0.30 wcr and
aggregate size that passed 12.5 mm sieve and retaining at 9.5 mm to provide
compressive strength.
References
Issue
MATEC Web Conf.
Volume 276, 2019
International Conference on Advances in Civil and Environmental Engineering (ICAnCEE 2018)
Article Number
01025
Number of page(s)
14
Section
Structural Engineering
DOI
https://doi.org/10.1051/matecconf/201927601025
Published online
15 March 2019
BUKU TEKNOLOGI BETON: Dari Teori ke Praktek
Abstract. The benefit of pervious concrete lies on its ability to transport a large volume of water through its pores to the underlying strata, and serves as a pavement for vehicles and pedestrian. The research aimed to determine the properties of pervious concrete based on trials in the laboratory. The method used in this research is an experiment in the laboratory in accordance with appropriate standards and concerned to research. The local material used in the mixtures was material composition with Portland Cement Composite by water-cement (W/C) ratio 0.27 to 0.34, aggregates with various types and sizes and using fly ash and superplasticizer as added ingredients. The mixture of trial used 4.25 for aggregate‐cement ratios (A/C) with proportion of 6% fine aggregate (sand), 15% flay-ash and superplastizer with low dosages. The test results show a slight difference in compressive strength and split tensile strength with variations in W/C including the use of aggregate types and size. The permeability by using natural aggregate is more porous compared to crushed stone. The effect of aggregate size from small to large, will result in decreased density (unit weight) and increased void in the mixture. A good agreement was reached in the case of mixtures with 0.30 wcr and aggregate size that passed 12.5 mm sieve and retaining at 9.5 mm to provide compressive strength.
References
| Issue |
MATEC Web Conf.
Volume 276, 2019
International Conference on Advances in Civil and Environmental Engineering (ICAnCEE 2018)
|
|
|---|---|---|
| Article Number | 01025 | |
| Number of page(s) | 14 | |
| Section | Structural Engineering | |
| DOI | https://doi.org/10.1051/matecconf/201927601025 | |
| Published online |
15 March 2019
| |
BUKU TEKNOLOGI BETON: Dari Teori ke Praktek
Meningkatkan kompetensi mahasiswa dalam Bidang ilmu material konstruksi (Bahan-bahan konstruksi) melalui praktek di laboratorium dan implementasi teori teknologi beton, untuk pengujian bahan-bahan beton meliputi semen, air, agregat dan pengujian beton segar serta keras. Selain itu diharapkan mata kuliah ini dapat meningkatkan kompetensi mahasiswa untuk melakukan perancangan beton, evaluasi dan melakukan penyusunan laporan hasil pekerjaan beton merupakan tujuan yang hendak dicapai dari penggunaan buku ini sebagai buku pegangan matakuliah Praktek Pengujian Beton. Praktek teknologi beton adalah suatu pengujian bahan penyusun beton untuk menghasilkan input data yang tepat sesuai dengan sifat dan karakteristik bahan yang di uji yaitu atas dasar pengujian di laboratorium. Input data ini nantinya dapat digunakan untuk membuat suatu rancangan campuran beton yang proporsi campurannya dapat menghasilkan suatu mutu beton sesuai dengan rencana. Kualitas mutu suatu pekerjaan pada dasarnya tidak selalu sama dengan hasil perancangan akan tetapi nilai yang dihasilkan dari suatu pekerjaan beton yang diharapkan umumnya diberikan batas nilai minimum 95% dari nilai perancangan atau nilai yang cacat atau boleh gagal maksimum sebesar 5%. Selain itu praktek teknologi beton itu sendiri dimaksudkan untuk melakukan justifikasi dan menyesuiakan keadaan-keadaan bahan yang ada yang ditunjukan dengan data-data hasil pengujian mengenai sifat dan karakteristik bahan yang diuji yang berasal dari lapangan atau dari alam. Kemudian dilakukan penyesuaian dengan pekerjaan-pekerjaan yang akan dilaksanaan melalui suatu metode perancangan yang menjadi acuan. Hasil pengujian yang dilakukan untuk bahan-bahan beton dan beton yang diuji diharapkan nantinya dapat digunakan sebagai dasar perancangan dan untuk mengontrol hasil rancangan (quality control).
BAB II - BETON DAN PERKEMBANGANNYA
BAB III - APA DAN BAGAIMANA PENGUJIAN BAHAN BETON DAN BETON
BAB IV - BAHAN-BAHAN PENYUSUN BETON DAN BETON (Download)
BAB V - KESELAMATAN DAN KESEHATAN KERJA (Download)
BAB III - APA DAN BAGAIMANA PENGUJIAN BAHAN BETON DAN BETON
BAB IV - BAHAN-BAHAN PENYUSUN BETON DAN BETON (Download)
BAB V - KESELAMATAN DAN KESEHATAN KERJA (Download)
UJIAN AKHIR SEMESTER TEORI TEKNOLOGI BETON
Materi
Materi [PPT]
Rancangan Campuran Beton SNI 7656:2012 [PPT] [Excel Rancangan SNI 7656:21012]
M-12&13 : Topic#8 - Pengolahan Beton
Tugas
M-12&13 : Topic#8 - Pengolahan Beton
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