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All Journal Journal of Language and Literature Zenit Jurnal Teknik Sipil PRESUNIVE CIVIL ENGINEERING JOURNAL
Ivan Imanuel, Ivan
Unknown Affiliation
Arts Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Education Languange, Linguistic, Communication & Media Social Sciences

Published : 6 Documents Claim Missing Document
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Pelaksanaan Pembangunan Jalan Cisalatri Bandung Susilo, Budi Hartanto; Imanuel, Ivan
Zenit Vol 3, No 3 (2014)
Publisher : Zenit

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

Abstract

Transportation infrastructure is available in Indonesia, yet it is not sufficient to meet the increasing demand. Construction of new infrastructure is needed to support the transportationsystem. The construction of Cisalatri Road and Bridge project is a construction of a new access road to Gelora Bandung Lautan Api Stadium from Rancanumpang Highway. The type of the constructed road pavement is a rigid pavement. The work includes excavation (using equipment), pile foundation,limestone embankment, geotextile, soil embankment, base course, lean concrete, and concrete pavement work. Based on the result of fatigue and erotion analysis, the concrete pavement thickness with an excess thickness of about 4 cm is eligible. The project has some delays due to change ofworkplan, large amount of rain, limited materials and human resources, as well as the availability of heavy equipment.Keywords: construction, access road, Gedebage
CONVERSATIONAL IMPLICATURE AND FLOUTING MAXIMS IN SHANG-CHI AND THE LEGENDS OF THE TEN RINGS MOVIE Imanuel, Ivan; Retno Ningsih, Tri Wahyu
Journal of Language and Literature Vol 11, No 1 (2023)
Publisher : Universitas Gunadarma

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35760/jll.2023.v11i1.8316

Abstract

This research intends to discover the conversational implicature, flouting of maxim, and the most dominant maxim flouted. The theory of Grice (1989) was applied to analyse the conversational implicature and cooperative principles. The descriptive qualitative method is used to explain the conversational implicatures and flouting maxim. After analysing the data, we found 26 data of conversational implicature that divided into generalized implicature 14 data and particularized implicature 12 data, while the flouting of maxim is found 26 data, there are 4 data maxim of quantity, 6 data maxim of quality, 7 data maxim of relation, and 9 data maxim of manner that indicates as a flout during the conversation, maxim of manner became the most dominant maxim that flouted with 9 data. From the research, it can be concluded that generalized conversational implicature was appear frequently in the movie than particularized conversational implicature with 12 data, 26 data of flouting maxim was found in the movie with maxim of manner as the most dominant maxim flouted. Conversational generalized implicature happen more in the movie because the speakers believe that the hearer would understand the information without explaining the knowledge of the conversation. Flouting maxim of manner happen because the speakers explaining information unclear and tend to be ambiguous.
Evaluasi Tingkat Pelayanan Ramp Simpang Susun Baros Budi Hartanto Susilo; Ivan Imanuel
Jurnal Teknik Sipil Vol 12 No 1 (2016): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v12i1.1411

Abstract

Seiring pertumbuhan lalu lintas yang terus meningkat, perlu diselidiki mengenai kebutuhanpeningkatan pelayanan Simpang Susun Baros dalam rangka meningkatkan pelayanan transportasidi wilayah Cimahi. Dalam penelitian ini, dilakukan penentuan tingkat pelayanan ramp berdasarkanderajat kejenuhan dan memperkirakan waktu peningkatan pelayanan berdasarkan pertumbuhanlalu lintas. Penelitian dilakukan hanya pada ramp ‘6001’ dan ramp ‘6003’ yang merupakan akseskeluar Jalan Tol Pasteur. Ramp ‘6001’ memiliki tingkat pelayanan “D” pada tahun 2014 denganderajat kejenuhan sebesar 0,81. Volume lalu lintas ramp ‘6001’ diperkirakan mencapai kapasitasjalan pada tahun 2027. Ramp ‘6003’ memiliki tingkat pelayanan “B” pada tahun 2014 denganderajat kejenuhan sebesar 0,46. Volume lalu lintas ramp ‘6003’ diperkirakan mencapai kapasitasjalan pada tahun 2063
Analisis Lalu Lintas Penerapan Sistem Satu Arah di Kawasan Dukuh Atas, Jakarta Budi Hartanto Susilo; Ivan Imanuel
Jurnal Teknik Sipil Vol 14 No 2 (2018): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v14i2.1795

Abstract

Dukuh Atas merupakan tempat bertemunya lima moda transportasi Jakarta di pusat kota. Denganmasalah kemacetan yang parah pada jam sibuk, Dinas Perhubungan DKI Jakarta berencanamenerapkan manajemen dan rekayasa lalu lintas Sistem Satu Arah pada kawasan tersebut. Studiini membahas dampak lalu lintas penerapan SSA di Dukuh Atas dengan analisis mikrosimulasimenggunakan Vissim. Hasil studi menunjukkan dengan adanya SSA, rata-rata kecepatan pada ruasjalan meningkat dari 15,5 km/jam menjadi 17,7 km/jam dan tundaan pada simpang berkurang dari60,3 detik/kendaraan menjadi 43,7 detik/kendaraan.
Comparative Structural Seismic Performance of a 10-Story Commercial Building Using Lightweight Precast Concrete Panels and Lightweight Brick Wall Systems Tanjung, Naisha Elvira; Imanuel, Ivan; Bali, Ika
PRESUNIVE CIVIL ENGINEERING JOURNAL Vol 3, No 2 (2025)
Publisher : President University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33021/pcej.v3i2.6323

Abstract

This study presents a comparative seismic performance analysis of a 10-story commercial building in North Jakarta, an area characterized by high seismicity and challenging geotechnical conditions. Two identical structural models were analyzed using ETABS v2022: one using a lightweight precast concrete panel system (JOE Green X3) and the other using a conventional Autoclaved Aerated Concrete (AAC) lightweight brick system. The aim is to compare the seismic structural performance of the analysis, based on the response spectrum method in accordance with SNI 1726:2019, revealed that the precast concrete panel system, was 14.4% lighter than the AAC lightweight bricks system when accounting for its full installed weight, including plaster and bracing columns. It resulted in a shorter fundamental period (0.412 s) compared to 0.453 s of the AAC lightweight brick system. However, the seismic base shear forces are nearly identical due to compensating effects in the site-specific response spectrum. Although both systems meet the deflection limits mandated by regulations, their performance is direction-dependent. This study concludes that the substantial reduction in total mass of the precast panel system provides a shorter vibration period but comparable seismic performance to the AAC lightweight brick system.
Effect of Electrokinetic Soil Improvement on CBR Value of Expansive Clay Darmiyanti, Lydia; Imanuel, Ivan; Prihartono, Prihartono
PRESUNIVE CIVIL ENGINEERING JOURNAL Vol 3, No 1 (2025)
Publisher : President University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33021/pcej.v3i1.5881

Abstract

Improvement of low permeability soils with high plasticity index and high shrinkage expansion cannot be done by soil compaction or consolidation. The structure of expansive clays is influenced by the history of soil formation. Expansive soil structure is composed of two tetrahedra with one octahedron. Van der Waals bonds bind them together. Kolinite, illite, and montmorillonite are minerals in expansive soils. Montmorillonite has the weakest bond of the others so that other elements can easily enter the clay structure and bind to it. The ability of clay soil to absorb water or other minerals that come close is due to its cation exchange capacity (CEC). Clay, with its negative ions, will attract positive ions that approach the soil surface. Water with H+ content will easily enter into the structure of the clay soil, bond with it, and cause the soil to swell.Electrokinetic soil improvement is effective on clay soils. With the nature and characteristics of clay soil, positively charged stabilizing ions are required. Positive ions will enter due to the CEC process and affect the mineral content of the soil, thereby improving the physical and mechanical properties of the clay soil. Therefore, this research needs to be conducted to improve clay soil using the electrokinetic method with a calcium dioxide solution. An increase in the Bearing Capacity Ratio (CBR) value occurred after being improved by electrokinetics using four variations of voltage application.The variation of applied voltage gives different results to the change of soil mechanical properties. The original soil CBR of 0.093% increased for all stress applications. The optimum CBR value occurred in the soil applied with 15V. The resulting CBR increase reached 200% of the original soil CBR.
Co-Authors Bali, Ika Budi Hartanto Susilo Darmiyanti, Lydia prihartono prihartono Retno Ningsih, Tri Wahyu Tanjung, Naisha Elvira