D

(1)

LEMBAR

HASIL PENILAIAN SEJAWAT SEBIDANG ATAU

PEER REVIEW

KARYA ILMIAH : JURNAL ILMIAH

Judul Jurnal Ilmiah (Artikel) Jumlah Penulis

Seismic microzonation of Semarang, Indonesia based on site response analysis using 30 M soil deposit model

4 Orang (Windu Partono, Sri Prabandiyani RW, Masyur Irsyam, Syamsul Maarif) Status Pengusul penulis ke-2

Identitas Jurnal Ilmiah a. Nama Jumal b. Nomor/ ISSN c. Vol, no, bulan, tahun d. Penerbit

e. DOI artikel (Jika ada)

: Jumal Teknologi (Jumal Intemasional, Scopus) : eISSN 2180-3722

: Vol 78 No. 8-5, Maret 2016, hal. 57-67 : UTM Press.

: http://dx.doi.org/l0.l l 113�t.v78.9607 f. Alamat web Jumal

http://www.jumalteknologi.utm.my/index.php/jumalteknologi/article/view/9607 Kategori Publikasi Jurnal Ilmiah:

(beri ✓pada kategori yang tepat) D J1:1raal Ilmiah Interaasional/ Intemasional bereputasi

D Jumal Ilmiah Nasional Terakreditasi

□ Jumal Ilmiah Nasional/ Nasional terindeks di DOAJ, CABI, COPERNICUS Hasil Penilaian

Peer Review

Komponen Yang Dinilai a. Kelenclcaoan unsur isi iurnal (10%)

b. Ruang linclmp clan kedalaman oembahasan (30%)

C.

Kecukupan clan kemutahiran data/informasi clan metodologi (30%)

d. Kelengkapan unsur dan kualitas penerbit (30%}

Total = (100%)

Nilai Pen2usul = 40%/3 x 27,00 = 3,60

. Han Ay Lie, M.Eng.

NIP. 1091985032002

Unit kerja : Departemen Teknik Sipil FT UNDIP

Nilai Reviewer Reviewer I Reviewer II

3,00 3,00

7,50 8,00

9,00 8,00

7,50 8,00

27 27

Reviewer II

Prof. Dr. Ir. Sri T djono, MS.

NIP. 195303091981031005

Nilai Rata-rata /Nilai Akhir

yang diperoleh

3,00 7,75 8,50 1,15 27,00

Unit kerja: Departemen Teknik Sipil FT UN DIP

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(8)

4/26/2019 Scopus - Jurnal Teknologi (Sciences and Engineering)

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INFORMATION For Readers For Authors For Librarians HOME ABOUT LOGIN REGISTER SEARCH CURRENT ARCHIVES

ANNOUNCEMENTS SUBMISSIONS PUBLICATION ETHICS PENERBIT UTM PRESS UTM

Home > Archives > Vol 77, No 11

Vol 77, No 11

Geotechnical and Earthquake Engineering

Chief Editor: Aminaton Marto Editorial Boards: Masayuki Hyodo, Masyhur Irsyam, Ramli Nazir, Edy Tonnizam Mohamad, Kamarudin Ahmad, Fauziah Kasim, Nor Zurairahetty Mohd Yunus, Tan Choy Soon

Jurnal

Teknologi Full Paper

E VALUATION OF V S,30 E STIMATING M ODELS FOR

I NDONESIA

Widjojo A. Prakoso

^{a *}

, I Nyoman Sukanta

^b

a

Civil Engineering Department, Universitas Indonesia, Depok, Indonesia

b

Agency for Meteorology, Climatology & Geophysics, Jakarta, Indonesia

Article history Received 3 August 2015 Received in revised form

31 August 2015 Accepted 23 September 2015

*Corresponding author [email protected]

Graphical abstract Abstract

Series of strong-motion instruments are being installed as part of the seismic hazard reduction program. One of the required information for an instrument station is the geotechnical characteristics, particularly the 30 m deep weighted average of shear wave velocity, VS,30. The VS,30 values of 25 strong-motion instrument stations in western part of Java Island and western-southern part of Sumatra Island were used to evaluate the topographical information and the geomorphological information based VS,30 estimation models. The ratio of the measured VS,30 to the estimated VS,30 is evaluated, and the simple statistical parameters could not suggest the better model. No apparent geographical and/or geological factors could be identified as the affecting factor as well. Furthermore, the ratio is found to decrease with increasing the estimated values. Based on these observations, several recommendations are proposed, including to develop a new VS,30

estimation model, specifically for Indonesia.

Keywords: Seismic hazard, shear wave velocity, Indonesia

Abstrak

Sesiri instrumen gerakan-kuat sedang dipasang sebagai sebahagian daripada program pengurangan bahaya seismik. Salah satu maklumat yang diperlukan untuk stesen instrument adalah ciri-ciri geoteknik, terutamanya halaju wajaran gelombang ricih pada 30 m kedalaman, VS,30. Nilai-nilai VS,30 dari 25 stesen instrument gerakan-kuat di bahagian barat Pulau Jawa dan bahagian barat daya Pulau Sumatera telah digunakan untuk menilai maklumat topografi dan maklumat geomorfologi berasaskan model anggaran VS,30. Nisbah VS,30 terukur kepada VS,30 anggaran telah dinilai, dan parameter statistik yang mudah tidak boleh mencadangkan model yang lebih baik. Tiada faktor-faktor geografi dan/atau geologi yang jelas dapat dikenal pasti sebagai faktor yang mempengaruhi juga. Tambahan pula, nisbah itu didapati berkurangan dengan peningkatan nilai-nilai yang dianggarkan. Berdasarkan pemerhatian ini, beberapa cadangan telah diberi termasuk untuk membangunkan model anggaran VS,30 yang baru, khususnya untuk Indonesia.

Kata kunci: Bahaya seismic, halaju gelombang ricih, Indonesia

1.0 INTRODUCTION

Indonesia is a vast country with land area of approximately 1.8 million km², and one of the seismic

disaster management challenges is to provide hazard estimates for the entire country. To meet this challenge, the Government of Indonesia has installed up to about 200 seismic strong-motion instruments and is to install

(12)

77:11 (2015) 9–15 | www.jurnalteknologi.utm.my | eISSN 2180–3722 |

Jurnal

Teknologi Full Paper

U NCONFINED C OMPRESSIVE S TRENGTH AND

M ICROSTRUCTURE OF C LAY S OIL S TABILISED W ITH

B IOMASS S ILICA

Fauziah Kasim

^a*

, Aminaton Marto

^a

, Nur Amalina Abdul Rahman

^a

, Choy Soon Tan

^b

a

Soft Soil Research Group, Faculty of Civil Engineering, Department of Geotechnics and Transportation, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia

b

Faculty of Engineering, Technology and Built Environment, UCSI University, 56000 Cheras, Kuala Lumpur, Malaysia

Article history Received 3 August 2015 Received in revised form

31 August 2015 Accepted 23 September 2015

*Corresponding author [email protected]

Graphical abstract Abstract

This study presents the Unconfined Compressive Strength (UCS) and microstructure of clay soil stabilized with locally made Biomass Silica (BS) in the form of SH-85. Since the construction of highway on soft soil raises many problems due to its low strength, understanding about the basic characteristics of soft clay and mixed with BS, play important role for improving the strength of the soft clay. The study carried out had the specific objectives to determine engineering properties of soft clay, to investigate the UCS of soft clay treated with BS and to analyze microstructure of the soft soil treated by BS with respect to various curing periods. In this study, 30 samples of clay soil were prepared under various curing periods (0, 7, 14 and 28 days) and mixed with BS at various percentages (5

%, 7 % and 9 %). The test results show that BS can increase the strength of the clay soil. The 9% BS treated sample for 7 days curing time achieved UCS of 710 kPa. This was approximately 6 times greater than that of untreated soil strength. The highest strength was 1216 kPa at 28 days curing for soil mixed with 9% BS. The images of Scanning Electron Microscopic show that the voids of the clay would filled by the new component resulted by the reaction of BS stabilizer with the natural clay samples. This led to a continuous soil fabric resulting with stronger and denser soil.

Keywords: Scanning Electron Microscope; curing period

Abstrak

Kajian ini membentangkan Kekuatan Mampatan Terkurung (UCS) dan kajian mikrostruktur tanah liat yang distabilkan dengan Silika Biojisim (BS), SH-85 yang dihasilkan dalam negara.

Disebabkan pembinaan lebuhraya akan menimbulkan banyak masalah kerana kekuatan yang rendah tanah liat lembut, kefahaman tentang sifat-sifat asas tanah liat lembut dan tanah liat lembut dicampurkan dengan BS, memainkan peranan yang penting untuk meningkatkan kekuatan tanah liat lembut. Kajian yang dijalankan mempunyai objektif khusus untuk menentukan ciri-ciri kejuruteraan tanah liat lembut, untuk menyiasat UCS tanah lembut dirawat dengan BS dan untuk menganalisis mikrostruktur tanah lembut dirawat oleh BS yang berkaitan bagi pelbagai tempoh pengawetan. Dalam kajian ini, 30 sampel tanah liat telah disediakan untuk pelbagai tempoh pengawetan (0, 7, 14 dan 28 hari) dan pelbagai peratusan campuran BS (5 %, 7

% dan 9 %). Keputusan menunjukkan bahawa BS boleh meningkatkan UCS tanah liat.

Sampel yang dirawat dengan 9 % BS selama 7 hari tempoh pengawetan mencapai kekuatan mampatan bernilai 710 kPa. Ini adalah lebih kurang 6 kali ganda lebih besar daripada kekuatan tanah yang tidak dirawat. Kekuatan tertinggi adalah 1216 kPa pada 28 hari pengawetan bagi tanah yang dicampurkan 9 % BS. Imej-imej Pengimbas Mickroskopik Elektron menunjukan bahawa lompang tanah liat telah diisikan oleh komponen baru yang terhasil daripada tindak balas penstabil BS dengan sampel tanah

(13)

10/5/2020 Editorial Team | Jurnal Teknologi

https://journals.utm.my/index.php/jurnalteknologi/about/editorialTeam 1/3

Home / Editorial Team

Editorial Team

Chief Editor

Professor Dr. Rosli Md Illias, Universiti Teknologi Malaysia, Malaysia

Editors

Professor Datuk Dr. Ahmad Fauzi Ismail, Universiti Teknologi Malaysia, Malaysia Professor Dr. Muhammad Hisyam Lee, Universiti Teknologi Malaysia, Malaysia Professor Dr. Ruzairi Abdul Rahim, Universiti Teknologi Malaysia, Malaysia Professor Dr. Azman Hassan, Universiti Teknologi Malaysia, Malaysia Professor Dr. Hadi Nur, Universiti Teknologi Malaysia, Malaysia

Professor Dr. Mohammad Nazri Mohd. Jaafar, Universiti Teknologi Malaysia, Malaysia Professor Dr. Zainal Salam, Universiti Teknologi Malaysia, Malaysia

Professor Dr. Rosli Hussin, Universiti Teknologi Malaysia, Malaysia Professor Dr. Mohd. Rosli Hainin, Universiti Teknologi Malaysia, Malaysia

Professor Dr. Mohd Shahir Shamsir Omar, Universiti Teknologi Malaysia, Malaysia Professor Dr. Safian Sharif, Universiti Teknologi Malaysia, Malaysia

Professor Sr.Gs Dr. Mazlan Hashim, Universiti Teknologi Malaysia, Malaysia Professor Dr. Mohd Saberi Mohamad, Universiti Malaysia Kelantan, Malaysia Professor Dr. Hesham Ali El-Enshasy, Universiti Teknologi Malaysia, Malaysia Prof. Dr. Norhazilan Md Noor, Universiti Teknologi Malaysia, Malaysia, Malaysia Assoc. Prof. Dr. Mohd Hafiz Dzarfan Othman, Universiti Teknologi Malaysia, Malaysia Assoc. Prof. Ts. Dr. Goh Pei Sean, Universiti Teknologi Malaysia, Malaysia

Dr. Syafiqah Saidin, Universiti Teknologi Malaysia, Malaysia

Assoc. Prof. Ts. Dr. Dalila Mat Said, Universiti Teknologi Malaysia, Malaysia

Editorial Board

Professor Craig D. Williams, University of Wolverhampton, United Kingdom

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10/5/2020 Editorial Team | Jurnal Teknologi

https://journals.utm.my/index.php/jurnalteknologi/about/editorialTeam 2/3

Professor I. S. Jawahir, University of Kentucky, United States Professor Dr. Xianshe Feng, University of Waterloo, Canada

Professor Dr. Mustafizur Rahman, National University of Singapore, Singapore Professor Dr. William McClusky, University of Ulster, United Kingdom

Professor Vijay K. Arora, Wilkes University, United States

Professor Dr. Muhamad Riaz, King Fahd University of Petroleum & Minerals Dhahran, Saudi Arabia Assoc. Prof. Dr. G. Arthanareeswaran, National Institute of Technology, Tiruchirapalli, INDIA Assoc. Professor Dr. Arun M Isloor, National Institute of Technology Karnataka, INDIA Professor Dr. Jamaliah Md Jahim, Universiti Kebangsaan Malaysia, Malaysia, Malaysia Professor Dr. Che Hassan Che Haron, Universiti Kebangsaan Malaysia, Malaysia

1.1

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D

LEMBAR

HASIL PENILAIAN SEJAWAT SEBIDANG ATAU

KARYA ILMIAH : JURNAL ILMIAH

Judul Jurnal Ilmiah (Artikel) Jumlah Penulis

Seismic microzonation of Semarang, Indonesia based on site response analysis using 30 M soil deposit model

4 Orang (Windu Partono, Sri Prabandiyani RW, Masyur Irsyam, Syamsul Maarif) Status Pengusul penulis ke-2

Identitas Jurnal Ilmiah a. Nama Jumal b. Nomor/ ISSN c. Vol, no, bulan, tahun d. Penerbit

e. DOI artikel (Jika ada)

: Jumal Teknologi (Jumal Intemasional, Scopus) : eISSN 2180-3722

: Vol 78 No. 8-5, Maret 2016, hal. 57-67 : UTM Press.

: http://dx.doi.org/l0.l l 113�t.v78.9607 f. Alamat web Jumal

http://www.jumalteknologi.utm.my/index.php/jumalteknologi/article/view/9607 Kategori Publikasi Jurnal Ilmiah:

(beri ✓pada kategori yang tepat) D J1:1raal Ilmiah Interaasional/ Intemasional bereputasi

D Jumal Ilmiah Nasional Terakreditasi

□ Jumal Ilmiah Nasional/ Nasional terindeks di DOAJ, CABI, COPERNICUS Hasil Penilaian

Komponen Yang Dinilai a. Kelenclcaoan unsur isi iurnal (10%)

b. Ruang linclmp clan kedalaman oembahasan (30%)

Kecukupan clan kemutahiran data/informasi clan metodologi (30%)

d. Kelengkapan unsur dan kualitas penerbit (30%}

Total = (100%)

Nilai Pen2usul = 40%/3 x 27,00 = 3,60

. Han Ay Lie, M.Eng.

NIP. 1091985032002

Unit kerja : Departemen Teknik Sipil FT UNDIP

Nilai Reviewer Reviewer I Reviewer II

3,00 3,00

7,50 8,00

9,00 8,00

7,50 8,00

27 27

Reviewer II

Prof. Dr. Ir. Sri T djono, MS.

NIP. 195303091981031005

Nilai Rata-rata /Nilai Akhir

yang diperoleh

3,00 7,75 8,50 1,15 27,00

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