cover
Contact Name
Rio Rahma Dhana
Contact Email
riorahma@yahoo.co.id
Phone
+6281515602211
Journal Mail Official
tekniksipil.unisla@yahoo.co.id
Editorial Address
Jl. Veteran No. 53 Lamongan
Location
Kab. lamongan,
Jawa timur
INDONESIA
Jurnal CIVILA
ISSN : 25032399     EISSN : 26207222     DOI : https://doi.org/10.30736/cvl
Core Subject :
Jurnal Penelitian Teknik Sipil UNISLA (ISSN2503-2399) adalah jurnal ilmiah yang bertujuan untuk mengkomunikasikan hasil dan riset teknologi dalam rangka untuk pengembangan teknologi di bidang teknik sipil. Sasaran pembaca adalah para ilmuwan, akademis, serta praktisi dari bidang teknik sipil sebagai berikut: Rekayasa Struktural, Teknik Geotek, Rekayasa Sumberdaya Hidrolik dan Air, Rekayasa Transportasi, dan Manajemen Konstruksi.
Arjuna Subject : -
Articles 54 Documents
ALTERNATIF PEMILIHAN LOKASI BANDARA DOMESTIK DI KABUPATEN LAMONGAN Cahyanto, Gadik; Lubis, Zulkifli
Jurnal CIVILA Vol 2, No 2 (2017)
Publisher : Fakultas Teknik Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v2i2.75

Abstract

Lamongan regency is a regency in East Java province and enter the strategic area of development of Kertasusila Gate, Juanda Airport development discourse began to be raised to the surface. Was triggered by a prediction in 2019 which mentions Juanda International Airport experiencing passenger and flight density, coinciding with AFTA in 2015 which is an ASEAN Open Sky program held in ASEAN. East Java Provincial Government puts the plan into East Java Provincial RTRW 2011-2031. The airport development in Lamongan Regency has also been included in the document of East Java Province Transportation (Tatrawil) in 2012-2032. Therefore it is necessary to determine the location of the airport in Lamongan Regency. This Research In accordance with KM No. 20 Year 2014 Minister of Transportation on the procedures and procedures for determining the location of the airport then the feasibility of determining the location of the new airport is based on 2 aspects of feasibility in use to confirm the variables that affect the determination of alternative locations in Lamongan regency namely the administrative and technical aspects. Based on multi-criteria analysis then selected alternative location in Paciran village South axis on the left side of the direction from Gresik City to Tuban. Based on analysis and observation overlay obtained airport matching location is in Paciran district with coordinates 6?53'09.13 "S, 112? 22 ' 19.31 "T (Elevation 7m, eye height 5.75 km).
OPTIMALISASI PEMELIHARAAN DRAINASE BERDASARKAN PERSEPSI MASYARAKAT Febrianti, Dian; Silvia, Cut Suciatina
Jurnal CIVILA Vol 4, No 2 (2019): Jurnal Civilla
Publisher : Fakultas Teknik Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (449.256 KB) | DOI: 10.30736/cvl.v4i2.380

Abstract

Drainage is one element of the general infrastructure needed by the community in order to lead a clean, comfortable, and healthy area of life. In this drainage, one of the things related to the problem of drainage, among others, is the occurrence of physical damage to the drainage, namely the damage that occurs in the drainage build-ing. One of the areas experiencing drainage problems is BlangBeurandang Village, BB1 Housing, Johan Pahla-wan District, West Aceh Regency. In this village, if there is rainfall with high intensity floods often occur. This is caused by the poor performance of the existing drainage such as a lot of sedimentation, siltation in channels that are still earth channels, as well as a lot of garbage and grass. Because of these problems, the role of the communi-ty in the maintenance of drainage is very important, because with the community participation in drainage mainte-nance this will certainly be able to minimize the occurrence of various problems related to drainage. The research method used is the Likert scale method. The result of this research is the existing condition of BB1 Housing drain-age, that is, if there is rainfall with high intensity, frequent flooding occurs. This is due to the poor performance of the existing drainage, such as a lot of sedimentation, siltation of channels that are still earth channels, as well as a lot of garbage and grass. Optimization of drainage maintenance based on community perceptions is classified as good criteria, this is shown from the calculated questionnaire percentage value of 72.09%. Based on the results of the calculation of the percentage, the community is very supportive for the maintenance of drainage in BB Housing.
ANALISA KERUSAKAN JALAN BETON PADA RUAS JALAN DESA BADURAME-GEGER KECAMATAN TURI Susilo, Hardi; Hartantyo, Sugeng Dwi
Jurnal CIVILA Vol 2, No 1 (2017): Jurnal CIVILA Volume 2 No 1
Publisher : Fakultas Teknik Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (857.1 KB) | DOI: 10.30736/cvl.v2i1.38

Abstract

Badurame Village Street-Geger is a very important means of transportation. This is to? support the economy of rural communities. The street is built by self-management way that has 3m wide and 2500m long. Badurame Village Street-Geger is an area that connects one settlement? with the other settlements and one of the main accesses to the main road. Given the importance of transportation, the? researcher? conducted? a? research? to? determine? the? damage? that? occurred? on? the? street.? This study uses Bina Marga method, this method is used as a reference in the implementation, planning and? solutions? to? the? damage.? From? these? results,? the? cause? of? the? road? damage? on? Badurame Village Street-Geger is the lack of reinforcement on the plate, aiming to minimize the lengthwise cracks because cracks is the most dominant reached 9.33% and reduced quality of concrete due to the lack of supervision. Amount of damage on the Badurame Village Street-Geger is the rift that extends reached 9.33%. Waning concrete is 0.08%, collapsed road is 0,093% and cracks crosways is 0.2%. Solutions to overcome damage on the Badurame? Village Street-Geger using method or reference from Bina Marga is patching, resurfacing, filling, local reconstruction and overlay.
PENGARUH CAMPURAN SERAT ECENG GONDOK PADA LASTON TIPE II SPESIFIKSASI SNI 03-1737-1989 TERHADAP NILAI-NILAI MARSHALL Widianto, Triyoso; Kartikasari, Dwi
Jurnal CIVILA Vol 4, No 1 (2019)
Publisher : Fakultas Teknik Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (251.455 KB) | DOI: 10.30736/cvl.v4i1.313

Abstract

Laston is a mixture of long graded asphalt heat which consists of coarse, medium and fine aggregates. This mixture is called hot mix asphalt (hot mix asphalt) made or mixed in heat. In this mixture uses cellulose fibers derived from water hyacinth to find out whether water hyacinth fiber can be used as a mixture of hot asphalt and as a substitute for cellulose fibers in the market.In this study, the laboratory experimental research method is used to conduct experimental activities to produce a result of water hyacinth fiber mixing with Marshall Properties. The purpose of this study is to compare the results obtained at the optimum levels in the specifications of SNI 03-1737-1989 laston type II, with the addition of water hyacinth fiber variations of 0.3%, 0.5%, 0.7% taken from asphalt content .The final result of this research was Marshall evaluation which was obtained for the stability of 837 kg on 0.5% water hyacinth fiber content, 3.63 mm flow on 0.3% water hyacinth fiber content, Marshall Quotient 236.93 kg / mm in fiber content water hyacinth 0.7%, VIM 4.16% on water hyacinth fiber content 0.7%, VMA 16.68% on the water hyacinth fiber content of 07%, VFWA 75.70% on the level of water hyacinth 0.3% still meet the specifications limit. These results indicate that water hyacinth fiber can be used in a mixture of type II asphalt concrete (Laston) layers.
STUDI ANALISIS DAYA DUKUNG PONDASI TIANG PADA PEMBANGUNAN GEDUNG LP3M UNIVERSITAS KADIRI Candra, Agata Iwan; Yusuf, Anasrudin; F, Amanda Rizky
Jurnal CIVILA Vol 3, No 2 (2018)
Publisher : Fakultas Teknik Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v3i2.259

Abstract

The foundation?is a part of the building construction which is responsible for accepting and?eradicating all the load from the building?either live load or dead load from a land market building which?is strong enough to support it?.?To determine the soil bearing capacity soil investigation needs to be done so that the building that are above the ground is not decreased?(settlelment)?is large?enough,?then the foundation must reach solid ground layer and the bearing capacity of the soil?(bearing?capacity)?are?permitted.???Strous?foundation?and?bored pile?used if the ground conditions in?the bottom of the building does not have sufficient load bearing capacity to carry the load or if the hard soil that has a strong carrying capacity is located very deep from the ground surface.?The purpose of this study is to calculate the carrying capacity of Strous Meyerhoff and Begemann on sondir results.
PENGARUH PENAMBAHAN LIMBAH B3 PADA KUAT BETON MUTU K-175 Damara, Bobby; Lubis, Zulkifli
Jurnal CIVILA Vol 3, No 1 (2018)
Publisher : Fakultas Teknik Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v3i1.216

Abstract

Innovations of concrete growing quite rapidly now from reuse and reduce. materials unused or addition of additives in order to increase the quality of concrete include the addition of waste carbide (B3) is an effort to increase the element calcium is required in the reaction pozzolanic when mixed with SiO2 in the fly ash, Pozzolanic reaction is a reaction between calcium, silica or aluminates with water to form a strong and rigid mass similar to the cement hydration process. The mixing process carbide waste as a concrete material is done by laboratory testing in accordance with data from literature Indonesian Standard SK SNI and foreign standards are ASTM with variation of composition dregs carbide 5% as a substitute for cement material with a target quality of concrete K-175. From this result the composition of dregs addition of a mixture of dregs carbide 5% with an average compressive strength of 249,69 kg/cm2. That value greater than 1,77% of the normal concrete? 245,36 kg/cm2.
ANALISA FAKTOR PENYEBAB KERUSAKAN JALAN KELAS IIIA DI KABUPATEN LAMONGAN Maftukin, Muhammad; Kartikasari, Dwi
Jurnal CIVILA Vol 2, No 1 (2017): Jurnal CIVILA Volume 2 No 1
Publisher : Fakultas Teknik Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (230.084 KB) | DOI: 10.30736/cvl.v2i1.43

Abstract

Road? damage? sometimes? occurs? earlier than? the? period? of? service? caused? by? many? factors, among? others? are? human? factors? and? natural? factors.? With? the? growing? number? of? vehicles,it? is possible that the road would be damaged in a relatively short time. The purpose of this study is to know the effect of vehicles volume with the level of road damage and the relationship between the vehicles volume? with the level of road damage. In research method, there are several steps that must be done in order to get the results of research that includes doing a preliminary study to knowthe? characteristics? of? the? roads.? This? research? was? conducted? in? the? segment? of? Sekaran? Raya Road, Laren? Raya? Road,? Solokuro? Raya? Road,? and Blimbing? Paciran? Raya? Road? with? the? road damage score amounted to 80.2; 85.2; 86.2 and 80.2 respectively. The traffic volume at peak hours respectively? amounted? 3,375.5? smp/hour,? 3,320.2? smp/hour,? 2,053.9? smp/hour? and? 3,832.7 smp/hour.? It? is? known? from? the? result? of? the? traffic? volume? regression? that? the? road? and? time damage? score? is? y? =? 0,002824883.x1? +? 0,001498059.x2? +? 77.00509615,? with? non-linear regression (R2) or the correlation between the x variables with y is = 0.617977513, that the? higher the traffic volume then the road damage will be even greater.
STABILISASI TANAH LENDUTMENGGUNAKANPENAMBAHAN ABU KAYU BAKAR DAN SEMEN PORTLAND TIPE 1 Zaenuri, Moch; Romadhon, Romadhon
Jurnal CIVILA Vol 4, No 2 (2019): Jurnal Civilla
Publisher : Fakultas Teknik Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v4i2.376

Abstract

Tanah berlendut merupakan suatu jenis tanah yang bersifat sangat lunak, karakteristik struktur penyusun tanah tersebut adalah berbutir halus (Lempung).Stabilisasi tanah adalah carayang digunakan untuk menangani perbaikan lapisan struktur tanah yang masih kurang baik dalam spesifikasi penggunaanya.Pada penelitian berikut ini penulis mempergunakan Bahan tambahan labu kayu bakar dan semen portland tipe 1.Pada hasil penelitian menunjukkan Tanah dari Kecamatan Mojoroto Kota Kediri Jawa Timur berjenis lanau. Pada metode USCS tanah tersebut masuk dalam jenis lempung CH, dan kategori tanah A-7 pada AASHTO yang disimpulkan bahwa tanah tersebut adalah berlempung sedang hinggatinggi.Dari hasil pengujian pemadatan tanah asli Unsoaked didapatkan nilai PROCTOR sebesar 8,72%, sedangkan pada tanah Asli Soaked sebesar 1,23%.Pada penambahan abu kayu bakar sebesar 3% beserta Semen Portland sejumlah 4% memberikan kenaikan Nilai uji PROCTOR hingga menjadi 29,72% pada tanah asl i.Ketika Benda uji dilakukanpemeraman terbukti memberikan peningkatan nilai kepadatan dan ketika dilakukan pemeraman selama 7 hari nilai PROCTOR relatif konstan. Pada Swelling test menunjukkan hasil yang semakin bagus ketika persentase bahan campur abu kayu bakar semakin banyak. Dari pengembangan tanah asli sebesar 4,9% menjadi 0,038% pada pengembahan tanah asli, abu kayu bakar 7% dan semen portland 4%.
ANALISIS PENGARUH PEMAKAIAN MATERIAL KERIKIL GUNUNG KECAMATAN MANTUP DAN SERAT ALAMI ECENG GONDOK TERHADAP KUAT TEKAN DAN KUAT LENTUR BETON Dhana, Rio Rahma
Jurnal CIVILA Vol 4, No 1 (2019)
Publisher : Fakultas Teknik Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v4i1.309

Abstract

Basically, concrete has some basic characteristics, thoseare strong to the compressive stress and weak to the tensile stress. The compressive strength of the concrete is influenced by the type of constituent material. If the constituent material is good, solid, then it will produce a concrete that has a high compressive strength. In this case it is planned by adding mountain gravel from Mantup District and natural fiber from water hyacinth at 0%, 4%, 6%, and 8% on concrete compressive strength. This research usesexperimentalmethod, where the gravel from Mantup replaces the common gravel and addition of water hyacinth fiber calculated from the proportion of cement weight used. By using cylindrical test object, it is made 3 test objects for each percentage sample of water hyacinth fiber, so that the result of concrete compressive strength obtained later can be compared to the results. Based on the concrete compressive strength test, the scores of compressive strength in the age of 7 days which then correlated to the age of? 28 days ie 0% (9,30Mpa), 4% (6,61 Mpa), 6% (5,66 Mpa), and 8% (3,77 Mpa).
ALTERNATIF PENGGUNAAN PLASTIK POLYPROPYLENE PADA CAMPURAN ASPAL Arif, Samsul
Jurnal CIVILA Vol 3, No 1 (2018)
Publisher : Fakultas Teknik Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (320.696 KB) | DOI: 10.30736/cvl.v3i1.221

Abstract

Asphalt is a thermoplastic material that will become harder or thicker if the temperature is reduced and will be soft or more liquid if the temperature increases. As developments in asphalt mixtures, several studies have developed the use of plastic waste in an effort to reduce plastic waste that is difficult to recycle. In this research used type of PP plastic (Polypropylene) as alternative of asphalt mixture. the results of the study showed the lowest stability value that is on the normal laston of 1136 kg, but the value still meets the specification of Bina Marga> 800kg. The lowest flow is on the normal laston of 3.62, the value still meets the provisions of Bina Marga > 3. The lowest Marshall Quotient value on the normal 307, is still meets the requirements of Bina Marga > 250. With the addition of PP plastic (Polypropylene) 2% and 4% showed better results than normal asphalt. Judging from the stability, flow and MQ values, they are better than the normal asphalt.