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HASIL PENILAIAN SEJAWAT SEBIDANG ATAU PEER REVIEW KARY A ILMIAH : JURNAL ILMIAH
Judul Jurnal Ilmiah (Artikel)
Jumlah Penulis Full scale static load test on the spider net system
3 orang (Helmy Darjantoa, Masyhur Irsyamb, Sri Prabandiyani Retno) Status Pengusul
Identitas Jurnal Ilmiah penulis ke-3 a. Nama Jurnal b. Nomor ISSN c. Vol, No., Bin Thn d. Penerbit
e. DOI artikel (iika ada) f. Alamat web jurnal
Alamat Artikel g. Terindex
Jurnal Teknologi ISSN: 01279696
Volume 77 ( 11 ), 2015, Halaman 73-82 UTM Press
I0.11113/jt.v77.6424
https://jurnaltcknologi.utrn.my/indcx.php/jurnaltcknolog i/article/view/6424
l1ttps://jumalteknologi.utm.my/index.php/jumaltcknolog i/article/view/6424/4242
Scopus Kategori Publikasi Jurnal Ilmiah
(beri ✓ pada kategori yang tepat) : § Jumal Ilmiab Internasional
Jurnal Ilmiah Nasional Terakreditasi Jumal Ilmiab Nasional Tidak Terakreditasi Hasil Penilaian Peer Review :
Komponen Yang Dinilai a. Kelenl!k:apan unsur isi iumal (10%)
b. Ruang lingkup dan kedalaman pembahasan (30%)
C.
Kecukupan dan kemutahiran data/informasi dan metodologi (30%)
d. Kelengkapan unsur dan kualitas terbitan (30%) Total = (100%)
Nilai Pene:usul = 40% x 35,50 / 2 = 7,10
Reviewer 2
Prof. Dr. Ir. Suripin, M.Eng.
NIP. 196004271987031001
Unit kerja: Departemen Teknik Sipil FT UNDIP
Nilai Reviewer Reviewer I
4,00 11,00 11,00 11,00 37,00
Semarang,
Reviewer II 4,00 9,60 8,40 12,00 34,00
Prof. Dr. Ir. Syafrudin, CES, MT NIP. 195811071988031001
Nilai Rata-rata
4,00 10,3 9,70 11,50
35,5
Unit Kerja: Departemen Teknik Lingkungan FT UNDIP
Reviewer 1
LEMBAR
HASIL PENILAIAN SEJAWAT SEBIDANG ATAU PEER REVIEW KARYA ILMIAH : JURNAL ILMIAH
Judul Jurnal Ilmiah (Artikel) : Full scale static load test on the spider net system
Jumlah Penulis : 3 orang (Helmy Darjantoa, Masyhur Irsyamb, Sri Prabandiyani Retno) Status Pengusul : penulis ke-3
Identitas Jurnal Ilmiah : a. Nama Jurnal : Jurnal Teknologi b. Nomor ISSN : ISSN: 01279696
c. Vol, No., Bln Thn : Volume 77 (11), 2015, Halaman 73-82
d. Penerbit : UTM Press
e. DOI artikel (jika ada) : 10.11113/jt.v77.6424
f. Alamat web jurnal :
https://jurnalteknologi.utm.my/index.php/jurnalteknolog i/article/view/6424Alamat Artikel :
https://jurnalteknologi.utm.my/index.php/jurnalteknolog i/article/view/6424/4242g. Terindex : Scopus
Kategori Publikasi Jurnal Ilmiah :
√ Jurnal Ilmiah Internasional(beri pada kategori yang tepat) Jurnal Ilmiah Nasional Terakreditasi Jurnal Ilmiah Nasional Tidak Terakreditasi
Hasil Penilaian Peer Review :
Komponen Yang Dinilai
Nilai Maksimal Jurnal Ilmiah
Nilai Akhir Yang Diperoleh Internasional Nasional
Terakreditasi Nasional Tidak Terakreditasi
a. Kelengkapan unsur isi jurnal (10%) 4,00 4,00
b. Ruang lingkup dan kedalaman
pembahasan (30%) 12,00 11,00
c. Kecukupan dan kemutahiran
data/informasi dan metodologi (30%) 12,00 11,00
d. Kelengkapan unsur dan kualitas
terbitan/jurnal (30%) 12,00 11,00
Total = (100%) 40,00 37,00
Nilai Pengusul = 40%/2 x 37,00 = 14,80 Komentar Peer Review
•
Kelengkapan dan Kesesuaian Unsur
Kelengkapan dan kesesuaian unsur sudah lengkap sesuai template, yaitu terdiri dari judul, abstrak, pendahuluan, metode, pembahasan, kesimpulan, dan referensi. Artikel telah sesuai bidang ilmu pengusul/anggota penulis.
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Semarang, 15 Oktober 2019 Reviewer 1
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Unit Kerja : Departemen Teknik Lingkungan FT UNDIP
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Document details
References (11)
1 of 1
Full scale static load test on the spider net system
(Article) (Open Access), ,
Civil Engineering Department, Diponegoro University, Semarang, Indonesia Civil Engineering Department, Institute of Technology Bandung, Bandung, Indonesia
Abstract
The Spider Net System Footing (SNSF) is a raft foundation system that commonly used in Indonesia. It contains a plate, downward ribs system for reinforcement, and the compacted filled soil. The ribs are in longitudinal and transversal, called as settlement rib and in diagonal direction, named as construction rib. This paper explores the
load transfer mechanism along the plate, the ribs, filled soil and the base soil under the footing system . The mechanism is investigated by conducting full scale static load test on SNSF. Strain gauges were installed to monitor the strain increment of each footing elements during loading. 3D numerical analysis was also conducted to verify the experimental results. To analyze the results, Load -Ultimate Ratio Factor (L-URF) was proposed. L-URF was a ratio between ultimate soil bearing capacity of the SNSF and the applied loading at specific element. Higher the L- URF value means higher loading applied at its associate element. Both experimental and numerical results show that at the first stage the loading was fully carried out by the tip of the ribs and transferred to the soil stratum under the footing system . Increasing the loading, the ribs, plate, and filled soil altogether sustain the loading and then transferred to the soil stratum below the footing system . The results also affirm that SNSF generate higher bearing capacity compare with simple shallow footing. © 2015 Penerbit UTM Press. All rights reserved.
SciVal Topic Prominence
Topic:
Prominence percentile: 88.115
Author keywords
Load transfer mechanism Load -ultimate ratio factor Rib SNSF
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Neural networks | Soils | Cone penetration
ISSN: 01279696 Source Type: Journal Original language: English
DOI: 10.11113/jt.v77.6424 Document Type: Article Publisher: Penerbit UTM Press
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Suhendro, B.
(1992) Progress Report III: Optimation Study on the Equation of Chicken Claws System Footing Civil Engineering Department, Gadjah Mada University, Yogyakarta (in Indonesian)
Hardiyatmo, H.C., Suhendro, B., Dan Adi, A.D.
(2000) The Behavior of Chicken Claws Footing: The Constribution on Design Research Report. Lembaga Penelitian Universitas Gajah Mada, Yogyakarta
Anderson, J.B., Townsend, F.C., Rahelison, L.
(2007) Journal of Geotechnical and Geoenvironmental Engineering, 133 (12), pp. 1494-1502. . doi: 10.1061/(ASCE)1090-0241(2007)133:12(1494)
Srilakshmi, G., Rekha, B.
Analysis of MAT Foundation using Finite Element Method
(2011) International Journal of Earth Sciences and Engineering, 4 (6), pp. 113-115. .
Djajaputra, A., Sofwan, A., Rahardian, H., Pane, I., Taufik, R., Rukmono, A.
(2009) Application of Spider Net System Footing on Runaway
Taxiway, and Container Yard of Airport. Research Report, Penelitian Hibah-Program Insentif Peningkatan Kapasitas IPTEK Sistem Produksi
Anonim, A.
(2008) Technical Resume: The Spider Net System Footing (SNSF)
The Expansion Of Juwata Airport, Tarakan, East Kalimantan. Katama, Co Ltd. Jakarta (in Indonesian)
Sridharan, A., Prakash, K.
(2000) Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, 143 (4), pp. 235-
240. .
doi: 10.1680/geng.2000.143.4.235
(1994) Standard Test Method for Piles under Static Axial Compressive Load. . D1143, West Conshohocken, PA
(2012) ICE Manual of Geotechnical Engineering. II. . ICE Publishing. London, UK
1
2
3
Load testing and settlement prediction of shallow foundation
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Classification procedures for expansive soils
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Terzaghi, K., Dan Peck, R.B.
(1967) Soil Mechanics in Engineering Practice. . Wiley, New York, USA
Standard Method of Testing Piles under Axial Compressive Load (1994) Annual Book of API Standards
Darjantoa, H.; Civil Engineering Department, Diponegoro University, Semarang, Indonesia;
email:
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9/23/2019 Vol 77, No 11
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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
Table of Contents
Science and Engineering
INSTRUMENTED PILE LOAD TESTING WITH DISTRIBUTED OPTICAL FIBRE STRAIN SENSOR
Hisham Mohamad, Bun Pin Tee
UNCONFINED COMPRESSIVE STRENGTH AND
MICROSTRUCTURE OF CLAY SOIL STABILISED WITH BIOMASS SILICA
Fauziah Kasim, Aminaton Marto, Nur Amalina Abdul Rahman, Choy Soon Tan
GENERATION OF A PAIR OF SURFACE TIME
HISTORIES FOR JAKARTA USED FOR EARTHQUAKE RESISTANCE DESIGN OF INFRASTRUCTURES
B.M. Hutapea, M. Asrurifak, Hendriyawan Hendriyawan, Masyhur Irsyam
STATIC RESPONSE ON LIME COLUMN AND
GEOTEXTILE ENCAPSULATED LIME COLUMN (GELC) STABILISED MARINE CLAY UNDER VERTICAL LOAD
9/23/2019 Vol 77, No 11
https://jurnalteknologi.utm.my/index.php/jurnalteknologi/issue/view/224 2/3
Siaw Yah Chong, Khairul Anuar Kassim, Kenny Tiong Ping Chiet, Choy Soon Tan
MODELLING THE EFFECT OF WIND FORCES ON LANDSLIDE OCCURRENCE IN BUDUDA DISTRICT, UGANDA
Okello Nelson, Azman Kassim, Gambo Haruna Yunusa, Zaihasra Abu Talib
PREDICTION OF UNCONFINED COMPRESSIVE STRENGTH OF ROCKS: A REVIEW PAPER
Ehsan Momeni, Ramli Nazir, Danial Jahed
Armaghani, Mohd For Mohd Amin, Edy Tonnizam Mohamad
EFFECT OF SENSOR ROTATION ON ASSESSMENT OF BENDER ELEMENT APPARATUS
Badee Alshameri, Aziman Madun, Ismail Bakar, Edy Tonnizam Mohamad
ROCK SLOPE ASSESSMENT USING KINEMATIC AND NUMERICAL ANALYSES
Mohammed Ali Mohammed Al-Bared, Rini Asnida Abdullah, Nor Zurairahetty Mohd Yunus, Mohd For Mohd Amin, Haryati Awang
LIQUEFACTION RESISTANCE OF SAND MATRIX SOILS
Choy Soon Tan, Aminaton Marto, Ahmad Mahir Makhtar, Siaw Yah Chong, Faizal Pakir
FULL SCALE STATIC LOAD TEST ON THE SPIDER NET FULL
SYSTEM
Helmy Darjanto, Masyhur Irsyam, Sri Prabandiyani Retno
EVALUATION OF VS,30 ESTIMATING MODELS FOR INDONESIA
Widjojo A. Prakoso, I Nyoman Sukanta
SEGMENT’S JOINT IN PRECAST TUNNEL LINING DESIGN
Siti Norafida Jusoh, Hisham Mohamad, Aminaton Marto, Nor Zurairahetty Mohd Yunus, Fauziah Kasim
DEVELOPMENT OF SEISMIC MICROZONATION MAPS OF SEMARANG, INDONESIA
77:11 (2015) 1-7|www.jurnalteknologi.utm.my | eISSN 2180–3722 |
Jurnal
Teknologi Full Paper
I NSTRUMENTED P ILE L OAD T ESTING WITH D ISTRIBUTED
O PTICAL F IBRE S TRAIN S ENSOR
Hisham Mohamad
*, Bun Pin Tee
UTM Construction Research Centre, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, 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
An instrumented pile load test was conducted for a 1.2m diameter bored pile at Putrajaya to verify pile performance towards geotechnical design. This test pile was instrumented with new monitoring technique using distributed strain sensing known as Brillouin Optical Time Domain Analysis (BOTDA) and compared with conventional sensors, i.e. vibrating wire strain gauge, LVDT (linear variable differential transformer) and dial gauge. This manuscript includes the description of subsurface conditions consisting of weathered granitic residual soils, test pile installation and instrumentation setup of Maintain Load Test (MLT). Field measurement results such as the load transfer response and average unit shaft resistance using the distributed fibre optic strain sensor were well matched with the results using the conventional sensors. However, the distributed fibre optic strain sensor has the added advantage of detecting the localized defect such as pile necking, bending, and overall behaviour of bored pile effectively.
Keywords: Bored pile, Fibre-Optic sensing, BOTDA, maintain load test
Abstrak
Satu ujian beban cerucuk telah dijalankan di Putrajaya pada sebatang cerucuk terjara berukuran 1.2m diameter untuk mengesahkan prestasi cerucuk terhadap rekabentuk geotekniknya. Cerucuk yang diuji ini dipasang dengan jenis instrumen yang menggunakan teknik pemantauan baharu yang boleh mengesan terikan secara tersebar. Teknik ini dinamakan Brillouin Optical Time Domain Analysis (BOTDA) dan keputusannya dibandingkan dengan sensor konvensional seperti tolok terikan dawai bergetar, LVDT dan tolok dial. Kandungan manuskrip ini termasuk perihal geoteknik terdiri daripada tanah granit terluluhawa, kaedah pemasangan gentian optik dan persediaan instrumentasi untuk Ujian Cerucuk Statik. Keputusan ujian tapak seperti tindak balas pemindahan beban dan unit rintangan aci purata menggunakan kaedah terikan tersebar gentian optik adalah memadani keputusan yang menggunakan sensor konvensional. Walau bagaimanapun, sensor terikan tersebar gentian optik mempunyai kelebihan tambahan yang mana ia boleh mengesan kecacatan setempat seperti perleheran, lenturan dan pergerakan keseluruhan cerucuk terjara secara berkesan.
Kata kunci: Cerucuk terjara,sensor gentian optic, BOTDA, ujian beban statik
© 2015 Penerbit UTM Press. All rights reserved
1.0 INTRODUCTION
Recent advancement in photonics and optoelectronic devices has led to new applications
of fibre-optic sensors in the field of civil engineering.
The advantages of fibre-optic sensors include geometrical adaptability, dual task of sensor and path for transmission of the signal, precision and
77:11 (2015) 83–90 | www.jurnalteknologi.utm.my | eISSN 2180–3722 |
Jurnal
Teknologi Full Paper
E VALUATION OF V S,30 E STIMATING M ODELS FOR
I NDONESIA
Widjojo A. Prakoso
a *, I Nyoman Sukanta
ba
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
© 2015 Penerbit UTM Press. All rights reserved
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
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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 Tun Hussein Onn 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. 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 Assoc. Prof. Dr. Norhazilan Md Noor, Universiti Teknologi Malaysia, Malaysia Assoc. Prof. Dr. Mohd Hafiz Dzarfan Othman, Universiti Teknologi Malaysia, Malaysia Dr. Pei Sean Goh, Universiti Teknologi Malaysia, Malaysia
Dr. Syafiqah Saidin, Universiti Teknologi Malaysia, Malaysia Dr. Dalila Mat Said, Universiti Teknologi Malaysia, Malaysia
Editorial Board
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
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
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