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All Journal Jurnal Teknik Sipil dan Perencanaan Menara: Jurnal Teknik Sipil Jurnal Komposit : Jurnal Ilmu-Ilmu Teknik Sipil Journal of the Civil Engineering Forum Journal of Research and Inovation in Civil Engineering as Applied Science Jurnal Inovasi Konstruksi
Muhammad Hamzah Fansuri, Muhammad Hamzah
Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Semarang (UNNES) Kampus Unnes Gd E4, Sekaran, Gunungpati, Semarang 50229
Civil Engineering, Building, Construction & Architecture Engineering Environmental Science Transportation

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FUNNY HAND PUPPET STORY TELLING SEBAGAI METODE PENGENALAN BENCANA LONGSOR Kusumawardani, Rini; Andiyarto, Hanggoro Tri Cahyo; Fansuri, Muhammad Hamzah; Anggraini, Kurnia Dwi; Mindiastiwi, Tigo
Jurnal Teknik Sipil dan Perencanaan Vol 18, No 1 (2016): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Indonesia, as a tropical region, shows high potential for rainfall. At highlands, enormous rainfall triggers both soil and coastal erosion. Landslides are frequently occured in Semarang in which some of whose areas are indicated as highlands with unstable soil. This study was carried out in DeliksariSukerejo, Gunungpati sub-district of Semarang. Various effort have been done to prevent the disaster such as socialization of preventing landslide given by government, private institutions, colleges, and non-governmental organizations. However, most of those method only involve for the adults, involving of the children in effort to understandthe disaster mitigation concept are less. One of the effort used was FHP (Funny Hand Puppet) Story Telling. This method tried to draw children’s attention by handy-puppets shows, so the the purpose which is hoped could be well-transferred. As many as 24 children attended this shows. From the pre-test, it was gained 84.3% of those who did not know simple ways to avert the landslide. After the socialization had been given, post-test results showed 94.8% of the children significantly understood the danger of landslide. From the results depicted the increasing of landslide awareness as 10.5%. All respondent were children between 4-13 years old.This method provided broader education about landslide happening in their surroundings.  Indonesia sebagai negara tropis memiliki potensi curah hujan yang tinggi. Pada daerah perbukitan, curah hujan yang tinggi merupakan faktor pemicu terjadinya longsoran baik pada tanah maupun batuan. Bencana longsor juga sering terjadi di kota Semarang yang sebagian wilayahnya perbukitan dengan kondisi tanah yang tidak stabil. Dilaksanakan penelitian yaitu di kawasan Dukuh Deliksari, Kelurahan Sukorejo, Kecamatan Gunungpati Semarang. Berbagai upaya telah dilakukan dalam pencegahan bencana tersebut, misalnya sosialisasi pencegahan bencana longsor yang dilakukan oleh pemerintah, swasta, perguruan tinggi, dan LSM. Kebanyakan upaya tersebut hanya melibatkan orang dewasa, sehingga anak-anak belum memiliki pemahaman sejak dini mengenai lingkungan tempat tinggal mereka yang rawan longsor. Salah satu metode yang digunakan adalah FHP (Funny Hand Puppet) Story Telling. Metode ini mencoba menarik perhatian anak-anak dengan menggunakan boneka tangan yang ditujukan kepada anak-anak sehingga pesan yang dibawa dapat tersampaikan dengan baik. Sebanyak 24 anak-anak yang mengikuti metode ini didapatkan dari hasil pre test 84,3% belum mengetahui cara sederhana menangani bencana longsor. Hasil dari post testmenunjukkan bahwa 94,8% anak-anak menjadi lebih paham. Dengan hasil tersebut anak-anak mengalami peningkatan sebesar 10,5%. Melalui metode ini, sesungguhnya anak-anak mendapatkan pendidikan yang jauh lebih luas tentang bencana longsor yang benar-benar terjadi di tempat mereka tinggal. 
FUNNY HAND PUPPET STORY TELLING SEBAGAI METODE PENGENALAN BENCANA LONGSOR Kusumawardani, Rini; Andiyarto, Hanggoro Tri Cahyo; Fansuri, Muhammad Hamzah; Anggraini, Kurnia Dwi; Mindiastiwi, Tigo
Jurnal Teknik Sipil dan Perencanaan Vol 18, No 1 (2016): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v18i1.6691

Abstract

Indonesia, as a tropical region, shows high potential for rainfall. At highlands, enormous rainfall triggers both soil and coastal erosion. Landslides are frequently occured in Semarang in which some of whose areas are indicated as highlands with unstable soil. This study was carried out in DeliksariSukerejo, Gunungpati sub-district of Semarang. Various effort have been done to prevent the disaster such as socialization of preventing landslide given by government, private institutions, colleges, and non-governmental organizations. However, most of those method only involve for the adults, involving of the children in effort to understandthe disaster mitigation concept are less. One of the effort used was FHP (Funny Hand Puppet) Story Telling. This method tried to draw children’s attention by handy-puppets shows, so the the purpose which is hoped could be well-transferred. As many as 24 children attended this shows. From the pre-test, it was gained 84.3% of those who did not know simple ways to avert the landslide. After the socialization had been given, post-test results showed 94.8% of the children significantly understood the danger of landslide. From the results depicted the increasing of landslide awareness as 10.5%. All respondent were children between 4-13 years old.This method provided broader education about landslide happening in their surroundings.  Indonesia sebagai negara tropis memiliki potensi curah hujan yang tinggi. Pada daerah perbukitan, curah hujan yang tinggi merupakan faktor pemicu terjadinya longsoran baik pada tanah maupun batuan. Bencana longsor juga sering terjadi di kota Semarang yang sebagian wilayahnya perbukitan dengan kondisi tanah yang tidak stabil. Dilaksanakan penelitian yaitu di kawasan Dukuh Deliksari, Kelurahan Sukorejo, Kecamatan Gunungpati Semarang. Berbagai upaya telah dilakukan dalam pencegahan bencana tersebut, misalnya sosialisasi pencegahan bencana longsor yang dilakukan oleh pemerintah, swasta, perguruan tinggi, dan LSM. Kebanyakan upaya tersebut hanya melibatkan orang dewasa, sehingga anak-anak belum memiliki pemahaman sejak dini mengenai lingkungan tempat tinggal mereka yang rawan longsor. Salah satu metode yang digunakan adalah FHP (Funny Hand Puppet) Story Telling. Metode ini mencoba menarik perhatian anak-anak dengan menggunakan boneka tangan yang ditujukan kepada anak-anak sehingga pesan yang dibawa dapat tersampaikan dengan baik. Sebanyak 24 anak-anak yang mengikuti metode ini didapatkan dari hasil pre test 84,3% belum mengetahui cara sederhana menangani bencana longsor. Hasil dari post testmenunjukkan bahwa 94,8% anak-anak menjadi lebih paham. Dengan hasil tersebut anak-anak mengalami peningkatan sebesar 10,5%. Melalui metode ini, sesungguhnya anak-anak mendapatkan pendidikan yang jauh lebih luas tentang bencana longsor yang benar-benar terjadi di tempat mereka tinggal. 
FUNNY HAND PUPPET STORY TELLING SEBAGAI METODE PENGENALAN BENCANA LONGSOR Kusumawardani, Rini; Andiyarto, Hanggoro Tri Cahyo; Fansuri, Muhammad Hamzah; Anggraini, Kurnia Dwi; Mindiastiwi, Tigo
Jurnal Teknik Sipil dan Perencanaan Vol 18, No 1 (2016)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v18i1.6691

Abstract

Indonesia, as a tropical region, shows high potential for rainfall. At highlands, enormous rainfall triggers both soil and coastal erosion. Landslides are frequently occured in Semarang in which some of whose areas are indicated as highlands with unstable soil. This study was carried out in DeliksariSukerejo, Gunungpati sub-district of Semarang. Various effort have been done to prevent the disaster such as socialization of preventing landslide given by government, private institutions, colleges, and non-governmental organizations. However, most of those method only involve for the adults, involving of the children in effort to understandthe disaster mitigation concept are less. One of the effort used was FHP (Funny Hand Puppet) Story Telling. This method tried to draw children’s attention by handy-puppets shows, so the the purpose which is hoped could be well-transferred. As many as 24 children attended this shows. From the pre-test, it was gained 84.3% of those who did not know simple ways to avert the landslide. After the socialization had been given, post-test results showed 94.8% of the children significantly understood the danger of landslide. From the results depicted the increasing of landslide awareness as 10.5%. All respondent were children between 4-13 years old.This method provided broader education about landslide happening in their surroundings.  Indonesia sebagai negara tropis memiliki potensi curah hujan yang tinggi. Pada daerah perbukitan, curah hujan yang tinggi merupakan faktor pemicu terjadinya longsoran baik pada tanah maupun batuan. Bencana longsor juga sering terjadi di kota Semarang yang sebagian wilayahnya perbukitan dengan kondisi tanah yang tidak stabil. Dilaksanakan penelitian yaitu di kawasan Dukuh Deliksari, Kelurahan Sukorejo, Kecamatan Gunungpati Semarang. Berbagai upaya telah dilakukan dalam pencegahan bencana tersebut, misalnya sosialisasi pencegahan bencana longsor yang dilakukan oleh pemerintah, swasta, perguruan tinggi, dan LSM. Kebanyakan upaya tersebut hanya melibatkan orang dewasa, sehingga anak-anak belum memiliki pemahaman sejak dini mengenai lingkungan tempat tinggal mereka yang rawan longsor. Salah satu metode yang digunakan adalah FHP (Funny Hand Puppet) Story Telling. Metode ini mencoba menarik perhatian anak-anak dengan menggunakan boneka tangan yang ditujukan kepada anak-anak sehingga pesan yang dibawa dapat tersampaikan dengan baik. Sebanyak 24 anak-anak yang mengikuti metode ini didapatkan dari hasil pre test 84,3% belum mengetahui cara sederhana menangani bencana longsor. Hasil dari post testmenunjukkan bahwa 94,8% anak-anak menjadi lebih paham. Dengan hasil tersebut anak-anak mengalami peningkatan sebesar 10,5%. Melalui metode ini, sesungguhnya anak-anak mendapatkan pendidikan yang jauh lebih luas tentang bencana longsor yang benar-benar terjadi di tempat mereka tinggal. 
Effect of Micro-Pile Mitigation on Seismic Performance of Liquefiable Ground Asokawati, Fajrina Citra; Fansuri, Muhammad Hamzah; Chang, Muhsiung; Lin, Hseu-Jen; Purwanti, Nina; Putra, Okri Asfino; Saputra, Pungky Dharma; Laksmi, Anasya Arsita
Journal of the Civil Engineering Forum Vol. 10 No. 1 (January 2024)
Publisher : Department of Civil and Environmental Engineering, Faculty of Engineering, Universitas Gadjah Mada

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22146/jcef.6231

Abstract

Soil liquefaction and its associated ground failures, pose a significant threat, causing damage to engineering structures during earthquakes, and one of the most effective methods used to mitigate liquefaction in liquefied soil is micro-pile (MP) method. Therefore, this study aims to examine the current state of MP method as liquefaction countermeasure in the soil of the Coal Fired Power Station in Central Java, an area with a high liquefaction potential. A three-dimensional finite element analysis, conducted with OpenseesPL software, uses a numerical method to yield information about ground lateral deformation and excess pore pressure generation caused by MP method during seismic shaking. This result examines important design parameters, including diameter, spacing, length of MP, and inclination of ground, to address these issues. MP method increases the stiffness of soil, reducing excessive pore pressure and thereby minimizing liquefaction risks. In general, MP remediation appeared effective for any sloping ground. This study provides valuable information for devising an efficient remediation solution by comparing relevant variables, such as diameter, spacing, MP length, and ground inclination, under the same conditions. Numerical simulation with OpenseesPL yields results such as stress and strain path, acceleration time histories, excess pore pressure, displacement time histories, and maximum lateral displacement, which are then compared with various diameter parameters. The diY6-ameter parameters were compared to test how the additional diameter dimension affects the performance of the micropile provided to the soil. This will be demonstrated based on the results shown on excess pore pressure and maximum lateral displacement. This comparison shows that increasing MP diameter is more effective in reducing the risk of liquefaction.
Analisis Perbandingan Daya Dukung Fondasi Tiang Pancang Berdasarkan Data Sondir dan PDA Test: Studi Kasus Gedung Pendidikan Proyek RS PON Cawang Sibuea, Hans Ondrio; Fansuri, Muhammad Hamzah; Siagian, Gian Asnawi
Menara: Jurnal Teknik Sipil Vol. 20 No. 2 (2025): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v20i2.54140

Abstract

Gedung Pendidikan RS PON dirancang dengan fondasi tiang pancang berdiameter 600 mm, yang berfungsi untuk mentransfer beban yang diterima menuju tanah. Fondasi dalam suatu struktur harus memiliki kapasitas daya dukung tiang yang melebihi beban rencana yang diterima. Inti dari penulisan artikel ini akan membandingkan daya dukung tiang berdasarkan analisis data sondir pada lokasi proyek dengan Pile Driving Analysis (PDA) Test. Pengambilan data didapatkan dari pihak proyek RS PON selanjutnya akan dilakukan pengolahan data menggunakan dua metode yaitu, metode Meyerhof (1956) dan L. Decourt (1982), menggunakan nilai sondir yang diperoleh sondir pada titik BH-02 Gedung Pendidikan RS PON Cawang. Daya dukung fondasi tiang dihitung dengan mempertimbangkan data sondir BH-02 dan kondisi tanah. Namun, pengolahan data menggunakan metode Meyerhof dan L. Decourt belum dapat dianggap sebagai estimasi daya dukung ultimate yang paling akurat. Oleh karena itu, untuk memastikan keakuratan analisis struktur berdasarkan data SPT, diperlukan perbandingan dengan hasil pengujian PDA.
Pengendalian Progres Biaya dan Waktu dengan Metode Earned Value Analysis Proyek Gedung Silitonga, Virginia; Khalifah, Via Azizul Saputri; Fansuri, Muhammad Hamzah
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 4 No 2 (2025)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v4i2.1877

Abstract

Proper planning for a construction project is a vital thing that supports the success of the project. Success in a construction project can be seen from the timeliness and costs that have been determined and planned. During the construction implementation process, delays often occur resulting in temporary stops in a construction project. Therefore, control is needed to overcome deviations that occur, one of which is through the Earned Value Analysis method. The aim of this research is to control the project and identify performance, cost and time indicators in more detail through in-depth analysis. Research on this multi-storey building project occurred under budget in the 1st week to the 37th week because CPI > 1 and over budget occurred in the 38th to 44th week because the CPI < 1. Meanwhile, in the 18th week to the 37th week there was a project delay because the SPI < 1. Based on estimates, there will be an additional cost of 12.80% and an additional time of 4 days. Therefore, there is a need for a solution to overcome time delays or reduce cost overruns.
Analisis Produktivitas Pekerjaan Pemasangan Dinding Bata Ringan pada Pembangunan Rumah Sakit dengan Metode Work Sampling Aditya, Bimo Rizky; Fansuri, Muhammad Hamzah; Nuryanto, Fadhil Muhammad
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 4 No 2 (2025)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v4i2.1890

Abstract

Analyzing labor productivity in construction work is very important as it greatly affects the completion time of construction projects. One of the labor-intensive jobs is the construction of lightweight brick walls. Therefore, productivity analysis is necessary for this job. This study was conducted to measure the productivity value and work utilization rate (LUR) in the National Brain Center Hospital construction project in Jakarta. A sampling method was used with on-site observation over a period of one week. The analysis showed that the average productivity value of workers constructing lightweight brick walls was 9,623 m²/day. The labor utilization rate (LUR) analysis in the construction of lightweight brick walls resulted in a value of 65%, which is higher than 50%, indicating that the construction of lightweight brick walls in this project was effective.
Metode Pelaksanaan Basement Retaining Wall pada Proyek Pembangunan Rumah Sakit Gultom, Sharon Simon; Fansuri, Muhammad Hamzah; Khalifah, Via Azizul Saputri; Heriyani, Hesti Putri
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 4 No 2 (2025)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v4i2.1899

Abstract

The construction of hospital infrastructure requires precise construction techniques, especially in areas with complex soil conditions. This study aims to analyze the implementation method of retaining walls in the basement of the RSPON project in Cawang, Jakarta. The study was conducted using a descriptive-analytical approach through field observations, documentation, and literature review. The main focus of the research is to identify the construction stages, types of materials, and techniques used in the construction of retaining walls. The results show that the selection of construction methods is adjusted to local geological characteristics, structural loads, and land stability requirements. The applied method provides an effective solution in overcoming technical challenges at the project site, considering safety, efficiency, and construction quality aspects. This research is expected to contribute to the development of retaining wall construction techniques for similar infrastructure projects, especially in areas with complex soil conditions.
Analisis Struktur Bawah Permukaan Tanah Menggunakan Metode Geolistrik 3D Studi Kasus: Area Kampus Universitas Pertahanan Republik Indonesia, IPSC, Bogor Wafi, Abdurrahman; Fansuri, Muhammad Hamzah
Jurnal Inovasi Konstruksi Vol 3, No 1 (2024): April
Publisher : Politeknik Pekerjaan Umum

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56911/jik.v3i1.88

Abstract

Subsurface conditions are very important as a basis for infrastructure development so that the right actions can be taken. One method to determine subsurface conditions is the geophysical method, namely the geoelectric method. The geoelectric method is a geophysical method that utilizes the resistivity value of the material. The purpose of this study is to obtain a 3D model of subsurface conditions based on their resistivity values. Data collection uses MAE X612-EM geoelectric equipment and processing uses ERTLab software. The area studied is 70m long with 10m wide, the depth obtained is 11.6m. The 3D section results show a resistivity value of 2.96 Ωm – 9 Ωm from the model obtained. The surface is dominated by hard material marked in red on the 3D model. A zone with a low resistivity value distribution of 2.96 Ωm was obtained in the middle at a distance of 17 -40m at adepth of 5.56m which is suspected to be a water trap. In the 3D model, it is assumed to get 3 layers, which are marked in red. green and blue which represent the respective resistivity values. Keywords: Resistivity, geoelectric,water,subsurfaces
Studi Komparatif Stabilitas Timbunan Tanah dengan Perkuatan Sabut Kelapa Menggunakan Software GeoStudio Slope/W terhadap Hasil PLAXIS Trianto, Adden; Pradhana, Rakhan Dhawy; Fansuri, Muhammad Hamzah
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 9 No. 2 (2025)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v9i2.19189

Abstract

Infrastructure development often faces slope stability challenges due to suboptimal soil conditions. One possible solution is the use of coconut coir as a soil reinforcement material to improve slope stability. This study analyzes the stability of embankment slopes reinforced with coconut coir using GeoStudio Slope/W 2012 software with the limit equilibrium Method and compares the results with Fahriani's (2016) study, which utilized Plaxis. The analysis was conducted on embankment slopes with varying percentages of coconut coir addition (0%–5%) using five limit equilibrium Methods: Morgenstern-Price, Spencer, Bishop Simplified, Janbu Simplified, and the Ordinary Method of Slices. The results indicate that all analysis Methods show an increase in the factor of safety (FoS) as the percentage of coconut coir increases. The comparison with Plaxis results shows a small FoS difference, ranging from 0.154% at 0% coconut coir to 1.397% at 5% coconut coir, with 0%–3% having a difference of less than 1%, indicating that both Methods provide relatively consistent results. The trend of increasing the factor of safety due to the addition of coconut coir remains similar in both software programs, reinforcing the effectiveness of coconut coir as a slope reinforcement material.
Co-Authors Aditya, Bimo Rizky Asokawati, Fajrina Citra Chang, Muhsiung Gultom, Sharon Simon Hanggoro Tri Cahyo Andiyarto, Hanggoro Tri Cahyo Heriyani, Hesti Putri Khalifah, Via Azizul Saputri Kurnia Dwi Anggraini, Kurnia Dwi Laksmi, Anasya Arsita Lin, Hseu-Jen Nuryanto, Fadhil Muhammad Pradhana, Rakhan Dhawy Purwanti, Nina Putra, Okri Asfino Rini Kusumawardani, Rini Saputra, Pungky Dharma Siagian, Gian Asnawi Sibuea, Hans Ondrio Silitonga, Virginia Tigo Mindiastiwi Trianto, Adden Wafi, Abdurrahman