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All Journal International Journal of Science and Engineering (IJSE) MEDIA KOMUNIKASI TEKNIK SIPIL PILAR JURNAL KARYA TEKNIK SIPIL Jurnal Teknik Sipil dan Perencanaan Prosiding Semnastek RACIC : Rab Construction Research JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Civil Engineering Journal Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Jurnal Pasopati : Pengabdian Masyarakat dan Inovasi Pengembangan Teknologi Aceh International Journal of Science and Technology Eduvest - Journal of Universal Studies Journal of Engineering and Technological Sciences
Sri Prabandiyani Retno Wardani
Departemen Teknik Sipil, Fakultas Teknik, Universitas Diponegoro
Aerospace Engineering Agriculture, Biological Sciences & Forestry Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Education Electrical & Electronics Engineering Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Neuroscience Social Sciences

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ANALISA DAMPAK LALU LINTAS GUMAYA TOWER HOTEL DI JALAN GAJAH MADA SEMARANG Fachrul Rizka; Nur Hairani L.; Sri Prabandiyani Retno Wardani; Ismiyati Ismiyati
Jurnal Karya Teknik Sipil Volume 2, Nomor 1, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Nowadays the progress of Semarang city is getting rapid, many shop centers rises in golden triangle areas, that are (St. Gajah Mada, St. Pemuda and St. Pandanaran). Most of people use their car or motorbike to do their activities through those streets. This condition caused the higher mobility each year and makes parking lots become important thing in transportation system. The problems about parking lots is important to research. The necessary of parking lot should be available. The bigger traffic volume makes bigger necessary of parking lot. If it does not enough, cars may take the spaces beside of road to park, and this caused some disruptions to others. This research will analyze the effects of traffic of Gumaya Tower Hotel which located at Gajah Mada street number 59-61 Semarang. Maximum accumulation method and queue theory are used in this research. Prymary data which necessary such as amount of car, time-parking, and service system. Whereas for secondary data to analyze traffic growth is car ownership data in semarang.  The conclusion of this research is that effect of traffic  in gumaya tower hotel area caused by the entrace and exit of hotel that not really good so can offend people who use gajah mada street.
ANALISA EFEKTIFITAS KEDALAMAN PEMASANGAN PVD STUDI KASUS KONSTRUKSI TIMBUNAN APRON BANDARA AHMAD YANI SEMARANG Vemi Widoanindyawati; Sri Prabandiyani Retno Wardani; Windu Partono
Prosiding Semnastek PROSIDING SEMNASTEK 2016
Publisher : Universitas Muhammadiyah Jakarta

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Abstract

Bandara Internasional Ahmad Yani berada di Kota Semarang, Jawa Tengah. PemerintahPropinsi Jawa Tengah meningkatkan berbagai fasilistas bandara tersebut, diantaranya membangunapron baru di atas tanah lunak. Perbaikan tanah lunak menggunakan timbunan tanah pilihan.Prefabricated vertical drain (PVD) dan tambahan beban untuk mempercepat konsolidasi. Masalahyang timbul Kedalaman rencana PVD 23 meter tidak dapat dilaksanakan, karena mandrel sudah mulaiterangkat pada kedalaman 21 meter, sehingga kedalaman PVD dilaksanakan 20 meter. Laju penurunantimbunan dimonitor dengan memasang settlement plate (SP). Berdasarkan data pelaksanaan dilakukankajian kedalaman PVD yang efektif. Metode yang dilakukan adalah dengan mengkaji data tanah, datakedalaman PVD, data penurunan SP, dan data urugan. Data penurunan SP untuk menentukan tinggidan lamanya penurunan akhir dengan metode Asaoka (1978). Data tanah, kedalaman PVD dan urugandigunakan sebagai parameter program Plaxis sebagai dasar perhitungan balik. Hasil perhitungan Plaxis dengan waktu 512 hari menghasilkan penurunan 2,53 meter, relatif sama dengan metode Asaoka  (1978). Selanjutnya dilakukan analisis balik tinggi penurunan dengan waktu 512 hari, dengan berbagai kedalaman PVD (23,19,18,17,16,15, dan 10) meter. Hasil perhitungan balik untuk kedalaman PVD 16 meter keatas menghasilkan penurunan yang sama, kedalaman PVD 15 meter kebawah menghasilkan penurunan yang lebih kecil. Kesimpulan kedalaman efektiv pemasangan PVD adalah 16 meter. Kata Kunci : Penurunan, kedalaman PVD, waktu, perhitungan balik.
PENGEMBANGAN MUSHOLA BUSTANUL QUR’AN DESA TURITEMPEL, KECAMATAN GUNTUR, KABUPATEN DEMAK Muhrozi Muhrozi; Yulita Arni Priastiwi; Windu Partono; Sri Prabandiyani Retno Wardani; Undayani Cita Sari
Jurnal Pasopati : Pengabdian Masyarakat dan Inovasi Pengembangan Teknologi Vol 4, No 1 (2022)
Publisher : Fakultas Teknik Universitas Diponegoro

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Abstract

Mushola merupakan salah satu tempat kegiatan masyarakat khususnya untuk umat islam. Tempat beribadah yang layak, representative dan memadai sangatlah dibutuhkan. Demikian juga yang terjadi di Mushola Bustanul Qur’an di Desa Turitempel Kecamatan Guntur Demak. Jumlah penduduk khususnya di daerah pemukiman Desa Turitempel yang semakin bertambah menyebabkan daya tampung Mushola Bustanul Qur’an menjadi kurang memadai sehingga perlu dilakukan pengembangan bangunan Mushola. Bangunan existing Mushola Bustanul Qur’an merupakan bangunan satu lantai dengan luasan yang terbatas dimana kemudian dikembangkan menjadi bangunan dua lantai dengan luasan yang lebih besar. Diharapkan dengan fisik bangunan Mushola yang lebih besar dapat lebih menampung jamaah dan dapat melakukan kegiatan keagamaan dengan lebih nyaman. Berdasarkan hal tersebut maka, Tim Pengabdian Masyarakat Departemen Teknik Sipil mendampingi kegiatan pengembangan Mushola tersebut. Pengembangan bangunan Mushola Bustanul Qur’an dilakukan dengan menggunakan konstruksi beton bertulang, mulai dari struktur bawah, struktur atas, hingga arsitektur Mushola. Tim Pengabdian Masyarakat Departemen Teknik Sipil UNDIP terlibat langsung dengan memberikan arahan teknis kepada Pengurus Mushola maupun pelaksana pekerjaan sehingga diperoleh hasil pelaksanaan pekerjaan yang memenuhi standar bangunan. Pendampingan kegiatan pengembangan Mushola Bustanul Qur’an yang dilakukan secara riil di lapangan oleh Tim Pengabdian kepada Masyarakat Departemen Teknik Sipil UNDIP dan masyarakat berjalan dengan baik walaupun di tengah kondisi pandemi. Kegiatan pengabdian masyarakat ini selain sebagai sarana transfer ilmu kepada masyarakat juga menjadi sinergi yang baik antara Lembaga Pendidikan, dalam hal ini Departemen Tekik Sipil UNDIP dan masyarakat Desa Turitempel, Kecamatan Guntur Demak.Kata kunci : Mushola, pengembangan bangunan, masyarakat, bangunan eksisting
PERBAIKAN SALURAN DRAINASE SEBAGAI UPAYA PENGENDALIAN BANJIR DI KELURAHAN TLOGOSARI WETAN SEMARANG Undayani Cita Sari; Sri Prabandiyani Retno Wardani; Windu Partono; Muhrozi Muhrozi; Yulita Arni Priastiwi; Andi Retno Ari Setiaji; Muhammad Rizkivano Akbar; Ifan Hasnan Taufiqur Rohman
Jurnal Pasopati : Pengabdian Masyarakat dan Inovasi Pengembangan Teknologi Vol 3, No 2 (2021)
Publisher : Fakultas Teknik Universitas Diponegoro

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Abstract

Saluran drainase yang ada di lingkungan perumahan padat penduduk digunakan untuk mengalirkan air menuju pembuangan akhir baik air dari limbah rumah tangga maupun aliran hujan. Saluran drainase dapat dalam bentuk saluran terbuka dan saluran tertutup. Pemilihan material konstruksi yang digunakan disesuaikan dengan kondisi di lapangan. Pada beberapa perumahan, umumnya merupakan saluran drainase terbuka. Pada saluran drainase di lingkungan RT 4 RW 1 Kelurahan Tlogosari Wetan memiliki saluran drainase lingkungan dari tanah asli dengan talud yang belum baik dan banyaknya tanaman dan rumput liar disekitarnya sehingga dapat mengurangi fungsi dari saluran drainase itu sendiri. Selain itu, dengan kondisi talud pada saluran yang kurang baik tersebut maka dikhawatirkan dapat menimbulkan longsor dan erosi. Berdasarkan permasalahan tersebut, Tim Pengabdian Masyarakat Departemen Teknik Sipil Fakultas Teknik Universitas Diponegoro melakukan perbaikan talud pada saluran drainase di lingkungan RT 4 RW 1 Kelurahan Tlogosari Wetan. Perbaikan saluran dilakukan dengan menempatkan buis beton pada saluran dan perkuatan berupa bata yang diplester sebagai talud. Perbaikan ini diharapkan dapat merehabilitasi saluran sehingga dapat berfungsi sebagaimana mestinya sehingga mampu mengalirkan laju air yang ada. Hal ini juga sebagai upaya pengendalian banjir terutama di musim hujan.
Evaluasi Tekanan Air Pori dan Rembesan Pada Bendungan Panohan Adib Lathiful Huda; Sri Prabandiyani Retno Wardani; Suharyanto Suharyanto
Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Vol 4, No 2 (2019): EDISI SEPTEMBER 2019
Publisher : Universitas Tribhuwana Tunggadewi Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (815.587 KB) | DOI: 10.33366/rekabuana.v4i2.1372

Abstract

Salah satu penyebab kegagalan struktur bendungan adalah terjadinya rembesan yang dipicu oleh tingginya tekanan air pori yang terjadi pada tubuh bendungan. Pada Bendungan Panohan, kebocoran rembesan terjadi hingga memotong lereng hilir bendungan yang dapat mengganggu stabilitas tubuh bendungan. Tujuan dari penelitian ini adalah untuk mengevaluasi tekanan air pori dan rembesan di tubuh Bendungan Panohan menggunakan metode analisis instrumentasi piezometer dan v-notch yang kemudian dibandingkan dengan analisis metode elemen hingga (finite element method / FEM) menggunakan program perangkat lunak SEEP/W. Metode FEM menggunakan parameter desain material selama tahap perencanaan bendungan. Kedua analisis dilakukan pada section C - C Bendungan Panohan menggunakan beberapa variasi ketinggian muka air waduk. Hasil perbandingan menunjukkan bahwa nilai tekanan air pori dan rembesan pada metode FEM lebih besar dari hasil analisis dengan metode pembacaan instrumentasi pada kondisi muka air minimal dan normal. Kondisi sebaliknya terjadi pada kondisi ketinggian air banjir, yaitu nilai tekanan air pori dan rembesan dari pembacaan instrumentasi lebih besar dari hasil analisis metode FEM. Seiring dengan naiknya ketinggian muka air waduk, terjadi kenaikan nilai tekanan air pori dan rembesan dari kedua hasil analisis. Kondisi rembesan yang terjadi pada  Bendungan Panohan saat ini tidak aman pada kondisi muka air banjir, karena memiliki nilai debit rembesan 0,38 ltr/det melebihi dari yang disyaratkan yaitu sebesar 0,35 ltr/det.Kata kunci : bendungan panohan; tekanan air pori; rembesan; FEM ABSTRACTOne of the causes of the failure of a dam structure is the occurrence of seepage triggered by high pore water pressure that occurs in the body of the dam. In the Panohan Dam, seepage occurs on the downstream slope of the dam which can disturb the stability of the dam body. The purpose of this research is to evaluate the pore water pressure and seepage in the Panohan Dam body using the piezometer and v-notch instrumentation reading method which is then compared with the finite element (FEM) method using SEEP/W software program. FEM method uses material parameters during the dam planning stage. Both analyses were carried out on the C – C section of the Panohan Dam using several variations of reservoir water level. The comparison results show that pore water pressure in the FEM method is greater than the pore water pressure value based on the piezometer method at the minimum and normal water level conditions. The opposite condition occurs in maximum water level conditions. The seepage value of the v-notch reading is greater than the seepage value from the FEM method. Seepage that occurs in the Panohan Dam is currently unsafe under the maximal water level conditions.
The Analysis of the Anticoagulant's Influence and Its Concentration on Clay Shale Dispersion in Hydrometer Testing Pardoyo, Bambang; Wardani, Sri Prabandiyani Retno; Sari, Undayani Cita; Widodo, Tanur; Rafiando, Rafiando
Jurnal Teknik Sipil dan Perencanaan Vol 25, No 2 (2023)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v25i2.44673

Abstract

Clay shale is a material that has the characteristic of being easily weathered if it is continuously exposed to the air. Based on this reason, further testing is needed for clay shale material to analyze the material characteristics, one of which is using a hydrometer test. In the hydrometer test, an anticoagulant breaks down the particles. Still, when the test was carried out by various laboratories with different types of samples, it would produce varying test results. This study aims to determine the effect of anticoagulant substances and their concentration on clay shale dispersion in the hydrometer test. The material used was clay shale from the Meteseh, Tembalang District, Semarang. This research method used was a hydrometer test based on British Standard 1377 Part 2 1990 and ASTM D7928-17 using seven anticoagulant agents. The results of the study using the British Standard 1377 Part 2 method showed that sodium polyphosphate, sodium pyrophosphate, and sodium hexametaphosphate were most influential in dispersing clay shale particles, which were characterized by a higher passing percentage of 0.042 mm and 0.002 mm when compared to other anticoagulants. Meanwhile, Calgon, sodium carbonate, sodium tripolyphosphate, and sodium silicate did not significantly affect the clay shale dispersion, indicated by the percentage that passed the sieve, which was not very high. Based on the British Standard 1377 Part 2 1990 and ASTM D7928-17 methods, the most optimum concentration in dispersing clay shale for sodium polyphosphate and sodium pyrophosphate is 5%, while for sodium hexametaphosphate is 6%.
Evaluation of the Consolidation Parameters Obtained from Laboratory Tests for Numerical Modeling of Improved Soft Soil Using PVD at Semarang - Demak Toll Road, Indonesia Sari, Undayani Cita; Wardani, Sri Prabandiyani Retno; Muntohar, Agus Setyo; Partono, Windu
Journal of Engineering and Technological Sciences Vol. 57 No. 2 (2025): Vol. 57 No. 2 (2025): April
Publisher : Directorate for Research and Community Services, Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/j.eng.technol.sci.2025.57.2.5

Abstract

The consolidation analysis becomes complicated when conducted on varying layers of soil. To simplify and solve these problems, designers often employ Finite Element Method (FEM) modeling, a widely used technique for analyzing geotechnical issues. However, many limitations associated with this method can lead to model results that do not accurately reflect actual conditions. Consequently, the consolidation settlement analysis during design may differ from actual conditions in the field. This study examines the influence of consolidation parameters and explores how to analyze consolidation settlement using FEM for practical applications. Specifically, consolidation settlement was assessed on the Semarang-Demak toll road, which utilizes a Preloading-PVD improvement method across nine Stationing (STA) locations with varying soil layers. Numerical modeling was performed using Midas GTS NX 2021 (V.1.1) and was validated against instrumentation observation results, Settlement Plate. An evaluation using the back analysis method was conducted to investigate the impact of consolidation parameters on the accuracy of the final consolidation settlement results. The consolidation parameters reviewed are the compression index (Cc) and recompression index (Cr). The findings indicate that the Cc and Cr significantly influence the final consolidation settlement. By optimizing these consolidation parameter values, the deviation between observed results and numerical modeling for final consolidation settlement is reduced to less than 1%. Additionally, this research derived empirical equations for calculating consolidation parameters based on the Liquid Limit, a fundamental laboratory test. The results of this study can be proposed to analyze consolidation settlement using FEM modeling for soft clay to stiff clay, providing valuable insights for practical applications.
The Evaluation of Prefabricated Vertical Drain (PVD) Installation Effect on Soft Soil Physical and Mechanical Properties Sari, Undayani Cita; Wardani, Sri Prabandiyani Retno; Pardoyo, Bambang; Admojo, Danang Dwi; Rizqullah, Mochammad Kemal; Hussein, Muhammad Fahri
Aceh International Journal of Science and Technology Vol 14, No 2 (2025): August 2025
Publisher : Graduate School of Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.13170/aijst.14.2.45368

Abstract

The purpose of the Yogyakarta - Bawen Toll Road construction was to improve connectivity between Yogyakarta and Semarang. However, during its construction, soft soil problems were found, so Prefabricated Vertical Drains (PVD) were installed. The installation of PVD aims to increase the rate of pore water discharge from the soil, thereby compacting it and enhancing its bearing capacity. Changes in soil material parameters also accompany this increase in bearing capacity. This study was conducted to analyze the effect of PVD installation on the physical and mechanical properties of the soil. The analysis was conducted by comparing soil investigation data before and after the PVD installation. Soil sample data were collected from the Yogyakarta-Bawen Toll Road, STA 4+500, specifically at BH 17. The physical properties under review are water content, wet unit weight, soil specific gravity, Atterberg limits, and changes in particle composition as determined by grain size analysis. Meanwhile, changes in the mechanical properties of the soil include pre-consolidation pressure, compression index, recompression index, consolidation coefficient, and volume compressibility. Undrained shear strength parameters were measured using an unconfined compression test to identify the soil's bearing capacity. The results show changes in physical and mechanical parameters before and after PVD installation. Overall, the most critical aspect of the accelerated consolidation method for physical parameters is a decrease in water content of 13% to 37% compared to the pre-PVD installation condition. Meanwhile, changes in the consolidation parameters, as well as a decrease in unconfined compressive strength of 2% to 12%, are also observed. This occurs for various reasons, one of which is the relationship between the completion time of the consolidation process and the consolidation process. However, the soil classification remained the same, according to the USCS, as a very stiff soil type
PENDAMPINGAN PEMBUATAN DINDING PENAHAN TANAH DAN GAPURA AKSES MASUK PEMAKAMAN UMUM DUSUN SETRO, JEMBRAK, PABELAN KABUPATEN SEMARANG Cita Sari, Undayani; Priastiwi, Yulita Arni; Wardani, Sri Prabandiyani Retno; Partono, Windu; Pardoyo, Bambang; Carita, Nensi; Ulayya, Inandhiya Ayu; Saputra, Nugraha Eka; Zainuddin, Zainuddin
Jurnal Pasopati Vol 6, No 2 (2024): Vol 6, No 2 (2024)
Publisher : Fakultas Teknik Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/pasopati.2024.23804

Abstract

Kondisi akses masuk pemakaman umum Dusun Setro, Jembrak, Pabelan selama ini hanya berupa jalan tanah dengan tanaman rindang di kanan kiri jalan. Seiring dengan banyaknya warga perantau yang ziarah ke makam tersebut, warga sekitar mulai berupaya menggalang dana dan bergotong royong untuk membuat akses masuk ke pemakaman menjadi lebih baik dengan membuat jalan, saluran air, dinding penahan tanah, serta gapura. Tim Pengabdian kepada Masyarakat Departemen Teknik Sipil membantu memberikan pendampingan pembuatan dinding penahan tanah serta gapura pada daerah akses masuk ke pemakaman Dusun Setro, Jembrak tersebut. Kerjasama dan koordinasi yang baik antara Tim Pengabdian kepada Masyarakat Departemen Teknik Sipil bersama-sama dengan warga Dusun Setro, Desa Jembrak diwujudkan sehingga permasalahan yang ada di dalam masyarakat dapat tertangani dengan baik. Struktur dinding penahan tanah yang dibuat berupa dinding pasangan batu kali di sebelah kanan dan kiri jalan yang akan dibuat. Ketinggian dinding disesuaikan dengan kontur tanah untuk dapat menahan longsoran tanah ke badan jalan, sedangkan gapura dibuat dari material beton bertulang. Dengan selesainya program Pengabdian kepada Masyarakat Batch 2 ini bersamaan dengan selesainya pekerjaan pembuatan akses jalan masuk pemakaman umum Dusun Setro sehingga diharapkan dapat bermanfaat bagi Masyarakat Dusun Setro maupun warga sekitar desa
Effect of Air Pressure on Changes in Parameters and Soil Settlement Behavior in Very Soft Soils Sutarman, Encu; Wardani, Sri Prabandiyani Retno; Muntohar, Agus Setyo
Civil Engineering Journal Vol. 11 No. 12 (2025): December
Publisher : Salehan Institute of Higher Education

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28991/CEJ-2025-011-12-020

Abstract

An effective soil improvement method is essential in soft soil due to the poor bearing capacity for construction loads. To address the challenge, the use of the staged air pressure method with Suction Assisted Vacuum Preloading (SAVP) has shown significant potential when applied through Geosystem Air Booster Vacuum Preloading (GAVP), specifically designed with a sensor system as a real-time measuring tool for soil parameter changes. Therefore, this research aims to examine the effectiveness of the SAVP method in relation to the discharge of drained water from prefabricated vertical drains (PVD) on changes in soil parameters due to air pressure and vacuum using the GAVP tool. The method used five PVDs in large-diameter soil sample tubes, applying air pressure and vacuum simultaneously and selectively. This experimental setup was designed to examine the fundamental aspects of soil parameter changes, namely permeability, consolidation, and volume compression coefficient. The results showed that soil parameters during testing interacted with each other, where air pressure balanced with vacuum caused changes and optimized settlement and consolidation efficiency. Decreasing air pressure enhanced vacuum performance, causing a corresponding rise in soil settlement and consolidation degree. However, increasing air pressure decreased soil settlement and the degree of consolidation.
Co-Authors Adib Lathiful Huda Agung Ariyan Putra Agus Setyo Muntohar Alfian Arbie Simbolon Andi Retno Ari Setiaji Andreas Dharmawan Huri Bambang Pardoyo Burhan Priyambodo Carita, Nensi Christianto P. Adi Danang Dwi Admojo, Danang Dwi Danni Tanro Danni Tanro Deskhi Ardiono Erha Intan Sukmajati Fachrul Rizka Fachrul Rizka Hussein, Muhammad Fahri Ifan Hasnan Taufiqur Rohman Indrastono Dwi Atmanto Indrastono Dwi Atmanto Ismiyati Ismiyati Ismiyati Ismiyati Ismiyati Ismiyati Kresno Wikan Sadono Kristian Yulianto Kukuh Mahi Sudrajat Maemonah, Maemonah Mochammad Agung Wibowo Moh. Ariawan Hidayat Moh. Ariawan Hidayat Muhammad Afrol Horison Muhammad Kahfi Fattahillah Muhammad Rizkivano Akbar Muhrozi Muhrozi muhrozi muhrozi, muhrozi Nur Hairani L. Nur Hairani L. Rafiando, Rafiando Riwu, Danny R Rizqullah, Mochammad Kemal Saputra, Nugraha Eka Setiaji, Andi Retno Ari Siti Hardiyati Siti Hardiyati Siti Hardiyati Suharyanto Suharyanto Sutarman, Encu Syarifudin Adi Saputro Teguh Hirtanto Tuti Sumarningsih Ulayya, Inandhiya Ayu Undayani Cita Sari Vemi Widoanindyawati Widodo, Tanur Windu Partono Yulita Arni Priastiwi Zainuddin, Zainuddin