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Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan
Published by Universitas Islam Lamongan
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.
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Articles 7 Documents
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Search results for , issue "Vol 2, No 1 (2017): March" : 7 Documents clear
ANALISA KERUSAKAN JALAN BETON PADA RUAS JALAN DESA BADURAME-GEGER KECAMATAN TURI Hardi Susilo; Sugeng Dwi Hartantyo
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 2, No 1 (2017): March
Publisher : Litbang Pemas - 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.
ANALISA FAKTOR PENYEBAB KERUSAKAN JALAN KELAS IIIA DI KABUPATEN LAMONGAN Muhammad Maftukin; Dwi Kartikasari
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 2, No 1 (2017): March
Publisher : Litbang Pemas - 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.
ANALISA DAYA DUKUNG TIANG PANCANG STATIS DAN DINAMIS PADA BENDUNGAN GERAK SEMBAYAT GRESIK Reno Dwi Santoso; Dwi Kartikasari
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 2, No 1 (2017): March
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (167.535 KB) | DOI: 10.30736/cvl.v2i1.39

Abstract

In general, foundation is defined as the underground building that continues the load from the weight of the building itself and fromthe external load that works at the buildi ng to the ground around it. Carrying capacity analysis of pile is needed to get the planning of foundation that meetsthe requirements. There are many calculation methods used to analyze the carrying capacity of the pile, but it needs to consider which method is more fulfilling from the data in the field, for that, it needs  carrying  capacity  analysis  of  several  methods  based  on  field  data  using  sondir  data  and compared to one another to obtain more realistic results. Capacity analysis method of pile on the construction of Dams Motion in Sembayat Gresik uses static and dynamic methods. In the dynamic method, it use several methods, those are Hiley equation, Wika Method, ENR method, Eytelwein Method, Navy-Mc.Kay Method, and Michigan State Highway of Commission  Method. While in the static  method,  it  uses  Luciano  Dacourt  Method.  From  the  analysis  of  the  static  pile  carrying capacity obtained the result that pile carrying capacity calculation of Luciano Dacourt Method is smaller,  pull Q permitted  15.25 tons and maximum press Q  permitted    41.55 tons compared with the calculation method by using kalendering result of Eytelwein Method. In Eytelwein Method, the minimum pile carrying capacity is 61.566 tons of calculations in GW 1.
EVALUASI DAERAH IRIGASI BENGAWAN JERO KABUPATEN LAMONGAN Aris Setiawan; Nur Azizah Affandy
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 2, No 1 (2017): March
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (93.603 KB) | DOI: 10.30736/cvl.v2i1.44

Abstract

Bengawan  Jero  Irrigation  Area  is  located  in  the  District  Administration  of  Work  Areas Karangbinangun, Lamongan.Objective of the research that for determine the level of damage that occurred  in  Bengawan  Jero  Irrigation  Area  and  determine  the  priority  scale  rehabilitation  of irrigation  area  of  Bengawan  Jero  damage.  Based  on  the  analysis  and  discussion,  analysis  of priority  rehabilitation  of  irrigation  area  of  Bengawan  Jero  using  Analytical  Hierarchy  Process (AHP) give first priority to sub-system 05 = 0.68. The next priority is a sub-system 07 = 0.44, subsystem 01 = 0.23, sub-system 09 = 0.70, sub-system 03 = 0.25, sub-system 10 = 0.42, sub-system 11 = 0.65 , sub-system 06 = 0.52, sub-system 08 = 0.54, sub-system 04 = 0.50 and last priority is the sub system  02 = 0.23. Selection of rehabilitation alternatives tailored to the available funds. If the available funds are insufficient for the rehabilitation of irrigation area Bengawan overall Jerothen rehabilitation can put emphasis on the primary channel only
ANALISA OPTIMASI JARINGAN JALAN BERDASAR KEPADATAN LALU LINTAS JALAN RAYA Gaguk Suliswanto; Zulkifli Lubis
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 2, No 1 (2017): March
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v2i1.40

Abstract

Increasing the population, the number of vehicles,  and activities in Gresik Town causing social and economic problems that are highly dependent on road transport. These problems arise because of the imbalance problems such as the high volume of traffic and the increasing number of people  living  along  the  Gubernur  Suryo  Road.  The  method  used  in  this  research  is  descriptive study. This method used to look for the amount of capacity and degree of saturation that affect the activities on this road. Data collection techniques using observation and geometric data. While the flow of vehicles using MKJI 1997 method. From the effectiveness side, the road capacity is smaller than planned capacity due to the side barriers and the growth rate of the vehicle in line with the population increase. From the identification of problems, volumes of traffic is high, amounted 2969 smp/hour. Performance of road being dropped LOS = 1.91 (F), due to the high volume of traffic that passing through this road is not comparable with the capacity (1548.36 smp/hour) and Degree of Saturation (DS) greatly affects the traffic flow on Gubernur Suryo Road of = 1.91 smp/hour. The high  delay  and  side  barrier  amounted  317  smp/hour.  Side  barrier  can  be  resulted  from  the calculation  of  total  amount  divided  by  the  capacity,  the  result  is  0,20  smp/hour.  It  affects  the smoothness  of  traffic  flow  because  the  density  of  traffic  and  intersection  of  roads  are  not  well planned, where the distance of each t-junction is quite far one another. Traffic engineering is used to solve the traffic jam problems on the Gubernur Suryo Road and along the market road. It is expected that the government can curb the tricycles parking and vehicles along the road so that traffic jam can be resolved soon.
PERBANDINGAN ESTIMASI ANGGARAN BIAYA DENGAN METODE SNI DAN BOW Mahardika Rahmawan Putra; Nur Azizah Affandy
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 2, No 1 (2017): March
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v2i1.41

Abstract

The  concept  of  drafting  the  Budget  Plan  (RAB)  project  is  done  based  on  an  analysis  of each constituent component  for every  work items on the entire project. This calculation analysis use two methods, SNI method and BOW method. This calculation uses the analysis of unit price in 2016.  From  the  calculation,  the  analysis  of  unit  prices  in  the  construction  of  religious  ministry office  in  Lamongan  Regencyshows  that  the  budget  estimation  using  SNI  method  is  more economical.  SNI  method  has  more  economical  budget  in  the  amount  of  Rp.  709,743,313.65 compared to BOW method, amountedRp 1,759,104,217.65. The difference of those two methods is Rp.  1,049,360,904.  This  result  occurs  because  the  coefficient  for  SNI  method  is  lower  than  the BOW method.
PENERAPAN GENIUS LOCI PADA PEMUKIMAN MASYARAKAT NGADAS TENGGER MALANG Hammam Rofiqi Agustapraja
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 2, No 1 (2017): March
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v2i1.42

Abstract

Settlement is a human living environment that has distinctive characteristics and serves as a place,  space,  and  container  for  the  growth  and  development  of  human  culture  as  part  of  the residential  community.  If  in  a  permukinman  community  has  undergone  changes,  growth  and development, it will certainly have an impact on the human being that is part of the community. The elements of settlement include the spatial pattern formed on the micro scale to the macro scale (village) is strongly influenced socio-cultural factors of society.

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