The effect of white soil on geopolymer mortar porosity

(1)

LEMBAR

HASIL PENILAIAN SEJAWAT SEBIDANG ATAU PEER REVIEW KARYA ILMIAH : PROSIDING

Judul Karya Ilmiah : The effect of white soil on geopolymer mortar porosity

Jumlah Penulis : 5 orang (Y A Priastiwi, Muhrozi, R Y Adi, D Daryanto* dan Z Salamsyah) Status Pengusul : Penulis ke-1 (bukan penulis korespondensi)

Identitas Prosiding : a. Judul Prosiding : IOP Conf. Series: Materials Science and Engineering Vol 669 (2019) The 2nd International Conference on Green Civil and Environmental Engineering

b. ISBN/ISSN : Online ISSN: 1755-1315; Print ISSN: 1755-1307 c. Thn Terbit, Tempat

Pelaks. : 2019, Malang, Indonesia 4–6 September 2019 d. Penerbit/Organiser : IOP Publishing

e. Alamat Repository/Web : https://iopscience.iop.org/article/10.1088/1757- 899X/669/1/012031/meta

Alamat Artikel : https://iopscience.iop.org/article/10.1088/1757- 899X/669/1/012031/pdf

f. Terindeks di (jika ada) : Scopus

Kategori Publikasi Makalah : √ Prosiding Forum Ilmiah Internasional (beri pada kategori yang tepat) Prosiding Forum Ilmiah Nasional

Hasil Penilaian Peer Review : Komponen Yang Dinilai

Nilai Maksimal Prosiding Nilai Akhir Yang Diperoleh Internasional Nasional

a. Kelengkapan unsur isi prosiding (10%) 3.00 3

b. Ruang lingkup dan kedalaman pembahasan (30%) 9.00 7

c. Kecukupan dan kemutahiran data/informasi dan

metodologi (30%) 9.00 8

d. Kelengkapan unsur dan kualitas terbitan /prosiding

(30%) 9.00 6

Total = (100%) 30.00 24

Nilai Pengusul = 40% x 24 = 9.6 Catatan Penilaian Paper oleh Reviewer :

1. Kesesuaian dan kelengkapan unsur isi prosiding:

Unsur artikel judul, tujuan, metodologi, pembahasan dan kesimpulan lengkap dan sesuai 2. Ruang lingkup dan kedalaman pembahasan:

Tidak ada Pustaka disitasi dalam pembahasan

3. Kecukupan dan kemutakhiran data/informasi dan metodologi:

4 dari 11 pustaka jurnal terbitan 5 tahun terakhir 4. Kelengkapan unsur dan kualitas terbitan:

Terindeks Scopus SJR 0.198. Similarity index 14 %. Artikel disajikan dalam Bahasa Ingris, 6 jurnal dalam pustaka tersaji dalam Bahasa Indonesia. Penelitian dalam bidang material beton.

Semarang, Reviewer 1

Prof. Dr. Ir. Sri Tudjono, M.S.

NIP. 195303091981031005

Unit Kerja : Departemen Teknik Sipil FT UNDIP 30

(2)

LEMBAR

HASIL PENILAIAN SEJAWAT SEBIDANG ATAU PEER REVIEW KARYA ILMIAH : PROSIDING

Judul Karya Ilmiah : The effect of white soil on geopolymer mortar porosity

Jumlah Penulis : 5 orang (Y A Priastiwi, Muhrozi, R Y Adi, D Daryanto* dan Z Salamsyah) Status Pengusul : Penulis ke-1 (bukan penulis korespondensi)

Identitas Prosiding : a. Judul Prosiding : IOP Conf. Series: Materials Science and

Engineering Vol 669 (2019)

The 2nd International Conference on Green Civil and Environmental Engineering

b. ISBN/ISSN : Online ISSN: 1755-1315; Print ISSN: 1755-1307 c. Thn Terbit, Tempat Pelaks. : 2019, Malang, Indonesia 4–6 September 2019 d. Penerbit/Organiser : IOP Publishing

e. Alamat Repository/Web : https://iopscience.iop.org/article/10.1088/1757- 899X/669/1/012031/meta

Alamat Artikel : https://iopscience.iop.org/article/10.1088/1757- 899X/669/1/012031/pdf

f. Terindeks di (jika ada) : Scopus

Kategori Publikasi Makalah : √ Prosiding Forum Ilmiah Internasional (beri pada kategori yang tepat) Prosiding Forum Ilmiah Nasional

Hasil Penilaian Peer Review :

Komponen Yang Dinilai

Nilai Maksimal Prosiding Nilai Akhir Yang Diperoleh Internasional Nasional

a. Kelengkapan unsur isi prosiding (10%) 3.00 2.50

b. Ruang lingkup dan kedalaman pembahasan (30%)

9.00 8.00

c. Kecukupan dan kemutahiran data/informasi dan metodologi (30%)

9.00 6.00

d. Kelengkapan unsur dan kualitas terbitan /prosiding (30%)

9.00 9.00

Total = (100%) 30.00 25.50

Nilai Pengusul = 40% x 25.5 = 10.20 Catatan Penilaian Paper oleh Reviewer :

1. Kesesuaian dan kelengkapan unsur isi prosiding:

Subbab memenuhi, namun gambar banyak yang burang, dan terdapat gambar yang kurang relevan terhadap studi.

Kesimpulan sebatas merangkum hasil pengamatan.

2. Ruang lingkup dan kedalaman pembahasan:

Pustaka sebagian besar berbahasa Indonesia, karakteristik semen putih sebagai filer tidak dibahas, apakah kemungkinan terjadi reaksi sekunder dengan semen? Efek jangka panjang juga belum diamati

3. Kecukupan dan kemutakhiran data/informasi dan metodologi:

Similarity 14%, serta bidang peneilitian masih dalam lingkup “white soil” mengamati porositas material mortar, dan ada gambar yang kurang relevan terhadap penelitian (molen, oven). Pembuatan mortar biasanya tidak dilakukan dengan molen besar

4. Kelengkapan unsur dan kualitas terbitan:

Karil merupakan prosiding dari GCEE 2019 dan diterbitkan oleh IOP. Laman jelas, persyaratan kelengkapan editor dari 4 negara, dan peserta 4 negara terpenuhi. IOP memiliki reputasi baik sebagai penerbit, sampai saat ini masih terdata dalam data base Scopus, SJR 0.198

Semarang, Reviewer 2

Prof. Dr. Ir. Han Ay Lie, M.Eng NIP. 195611091985032002

Unit Kerja : Departemen Teknik Sipil FT UNDIP 30

DocuSign Envelope ID: FF430DF1-516B-43C1-9E7B-71E248D1691A

1/24/2021

(3)

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References (11)

1 of 1

The eﬀect of white soil on geopolymer mortar porosity (Conference Paper) (Open Access)

, , , ,

Department of Civil Engineering, Diponegoro University, Indonesia

Abstract

This study analysed the effect of white soil as a filler on geopolymer mortar. The materials used were fly ash, white soil from Kupang as fillers, sand, water, and NaOH as alkaline activator. The comparison of geopolymer mortar mixture was 1 Pca: 3 Sand with water factor 0.5. The Pca was composed by white soil and fly ash with alkaline activator and water. The percentage of white soil used were 5, 10, 15, 20, 25 and 30%. The white soil chosen passed the number 200 sieve. Moreover, the dimension of mortar used was 5 x 5 x 5 cm. To remove the water content from the mortar, the oven was set at 60 ×C for 24 hours until the mortar weight did not change. The result shows that porosity decreases with the increase of white soil percentage. Increase in the white soil percentage by 5, 10, 15 and 20% can reduce porosity by 0.9, 2.7, 2.5 and 2.9%. Nevertheless, the white soil , with a percentage of 25 and 30, increased porosity by 3.7 and 3.8%, respectively. This happened because in these percentages, the

white soil hardens faster than the other percentages, impacting the compaction process on the mould. © Published under licence by IOP Publishing Ltd.

Indexed keywords

Engineering controlled terms:

Fillers Fly ash Geopolymers Inorganic polymers Mortar Porosity Sodium hydroxide

Engineering uncontrolled terms

Alkaline activators Compaction process Geopolymer mortars Water factors

Engineering main heading:

Soils

^Export ^Download ^Print ^E-mail  Save to PDF ⋆ Save to list ^More...▻

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IOP Conference Series: Materials Science and Engineering Volume 669, Issue 1, 21 November 2019, Article number 012031

2nd International Conference on Green Civil and Environmental Engineering, GCEE 2019; Atria Hotel and ConventionMalang, East Java; Indonesia; 4 September 2019 through 6 September 2019; Code 155574

Priastiwi, Y.A. Muhrozi Adi, R.Y. Daryanto, D.  Salamsyah, Z.

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ISSN: 17578981

Source Type: Conference Proceeding Original language: English

DOI: 10.1088/1757-899X/669/1/012031 Document Type: Conference Paper Publisher: Institute of Physics Publishing

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To cite this article: 2019 IOP Conf. Ser.: Mater. Sci. Eng. 669 011002

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Content from this work may be used under the terms of theCreative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.

Published under licence by IOP Publishing Ltd

The 2nd International Conference on Green Civil and Environmental Engineering IOP Conf. Series: Materials Science and Engineering 669 (2019) 011002

IOP Publishing doi:10.1088/1757-899X/669/1/011002

1

LIST OF COMMITTEE

The 2^nd International Conference on Green Civil and Environmental Engineering (GCEE 2019)

Organised by:

Department of Civil Engineering, Faculty of Engineering Universitas Negeri Malang, Indonesia

Steering Committee

Prof. A.H. Rofiuddin – Universitas Negeri Malang, Indonesia Prof. Marji – Universitas Negeri Malang, Indonesia

Arif Nur Afandi, PhD. – Universitas Negeri Malang, Indonesia

International Scientific Committee Prof. Huang Yue – University of Leeds, UK

Assoc. Prof. Dr. Julius Marpaung – Northeastern University, USA Dr. Dewi Larasati – Institut Teknologi Bandung, Indonesia Dr. Li Siong Wee – Universiti Teknologi Mara, Malaysia Prof. Sri Murni Dewi – Universitas Brawijaya, Indonesia Prof. Tavio – Institut Teknologi Sepuluh November, Indonesia Prof. Shih-Huang Chen – National Central University, Taiwan

Vera Agustriana Noorhidana, Ph.D – Universitas Lampung, Indonesia Dr. Davide Pogio – University of Sheffield, UK

Altinay Perendeci, Ph.D – Akdeniz University, Turkey Prof. Sofiane Amara – University of Tlemcen, Algeria

Prof. Stefanus Adi Kristiawan – Universitas Sebelas Maret, Indonesia Prof. Wen Hsiang Hsieh – Formosa University, Taiwan

Prof. Han Ay Lie – Universitas Diponegoro, Indonesia Dr. Antoni – Universitas Kristen Petra, Indonesia Dr. Philip van den Heede – Ghent University, Belgium

Eddy Setiadi Sudjono, Ph.D – Institut Teknologi Sepuluh Nopember, Indonesia Dr. Abdullahi Ahmed – Coventry University, UK

Dr. Monita Olivia – Universitas Riau, Indonesia

Rr. Poppy Puspitasari, PhD – Universitas Negeri Malang, Indonesia Aisyah Larasati, PhD – Universitas Negeri Malang, Indonesia

Chairman

Assoc. Prof. Apif Miptahul Hajji – Universitas Negeri Malang, Indonesia Vice-Chairwoman

Anie Yulistyorini, Ph.D – Universitas Negeri Malang, Indonesia Secretary

M. Mirza Abdillah Pratama – Universitas Negeri Malang, Indonesia Treasury

Dr. Nindyawati – Universitas Negeri Malang, Indonesia

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1/4/2021 IOP Conference Series: Materials Science and Engineering, Volume 669, 2019 - IOPscience

https://iopscience.iop.org/issue/1757-899X/669/1 1/11

Concepts of constructability for project construction in Indonesia

M M A Ansyorie

IOP Conference Series: Materials Science and Engineering, Volume 669, The 2nd International Conference on Green Civil and Environmental Engineering 4–6 September 2019, Malang, East Java, Indonesia

Citation M M A Ansyorie 2019 IOP Conf. Ser.: Mater. Sci. Eng. 669 012062

Abstract

A study of constructability has recently become one of the research themes that has received much attention. Constructability can be defined as the application and integration of construction knowledge and experience to the process of planning, designing, procuring and implementing construction. The concept of constructability itself began and developed in the United States in the 1970s. In Indonesia, development in the field of construction services is a priority, especially for infrastructure development.

The process of construction work can't be separated from the process of planning and implementing construction which is part of the concept of constructablity. Through the application of constructability This site uses cookies. By continuing to use this site you agree to our use of cookies. To find out more,

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1

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Department of Civil Engineering, Faculty of Engineering, Universitas Negeri Malang, Indonesia https://doi.org/10.1088/1757-899X/669/1/012062

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1/4/2021 Economic prospects of Steel Reinforced Functionally Graded Concrete (SRFGC) beam structures - IOPscience

Economic prospects of Steel Reinforced Functionally Graded Concrete (SRFGC) beam structures

B S Gan , S Kiryu , A Han and M M A Pratama Published under licence by IOP Publishing Ltd

Citation B S Gan et al 2019 IOP Conf. Ser.: Mater. Sci. Eng. 669 012001

Abstract

Engineering materials, for instance, ceramics and concrete, are manufactured with uniform properties purposefully. Because the uniformity is a convenient measurement to ensure the safety design

calculation of a structure to be built. The non-uniform material property of concrete can be resulted This site uses cookies. By continuing to use this site you agree to our use of cookies. To find out more,



1 2 3 4

[email protected]

Department of Architecture, College of Engineering, Nihon University, Koriyama, Japan

Department of Architecture, Graduate School of Engineering, Nihon University, Koriyama, Japan Civil Engineering Department, Diponegoro University, Semarang, Indonesia

Department of Civil Engineering, Faculty of Engineering, State University of Malang, Malang, Indonesia

https://doi.org/10.1088/1757-899X/669/1/012001 Buy this article in print

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1/4/2021 Rainfall induced residual soil slope instability: building cracked and slope failure - IOPscience

Rainfall induced residual soil slope instability: building cracked and slope failure

L J Yue , M F Ishak , M S I Zaini and M F Zolkepli Published under licence by IOP Publishing Ltd

Citation L J Yue et al 2019 IOP Conf. Ser.: Mater. Sci. Eng. 669 012004

Abstract

Rainfall is one of the factors of slope failures due to the intensity of rainfall that will seep and increase the moisture content of geo-materials. One of the important role in slope stability is matric suction. This study present the relationship between rainfall and suction of soil which induced the slope instability and the slope stability analysis involving a building which may cause by instability due to suction variation. The slope had separated into three parts which are top of slope, middle of slope and toe of slope. Every part has been inserted with three tensiometer with 0.3 m, 0.45 m and 0.9 m depth. Suction of soil on slope was carried out by using tensiometer. Intensity of rainfall was collected by using rain This site uses cookies. By continuing to use this site you agree to our use of cookies. To find out more,

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[email protected]

Faculty of Engineering Technology, Universiti Malaysia Pahang, Malaysia https://doi.org/10.1088/1757-899X/669/1/012004

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1/4/2021 Cyclic behavior of moment-resisting frames strengthened with steel curved dampers - IOPscience

Cyclic behavior of moment-resisting frames strengthened with steel curved dampers

H L Hsu and H Halim

Citation H L Hsu and H Halim 2019 IOP Conf. Ser.: Mater. Sci. Eng. 669 012002

Abstract

Steel moment frames have been widely used for earthquake-resistant purposes. These systems possess significant ductility, however, excessive deformation due to the lower structural stiffness. In order to improve the behavior of moment-resisting frames when subjected to cyclic loads, a new design that combined steel curved damper and brace member was proposed in this study. The curved damper was cut from steel plate and was placed in the center portion of the brace member. The new device was attached to the frame and was used to dissipate energy throughout the load application. A series of loading tests on steel frames strengthened with the proposed design were carried out. The strength and This site uses cookies. By continuing to use this site you agree to our use of cookies. To find out more,

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Dept. of Civil Engineering, National Central University, Taoyuan City, Taiwan https://doi.org/10.1088/1757-899X/669/1/012002

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The effect of white soil on geopolymer mortar porosity

.

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Source details

IOP Conference Series: Materials Science and Engineering

.

.

.

Document details

List of Committee

LIST OF COMMITTEE

Table of contents



Volume 669 2019

Concepts of constructability for project construction in Indonesia

Abstract



Economic prospects of Steel Reinforced Functionally Graded Concrete (SRFGC) beam structures

Abstract



Rainfall induced residual soil slope instability: building cracked and slope failure

Abstract



Cyclic behavior of moment-resisting frames strengthened with steel curved dampers

Abstract

