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Cerucuk. Prodi S1 T. Sipil.
Published by Universitas Lambung Mangkurat
ISSN : 25801295     EISSN : 25500155     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal internasional bidang teknik sipil seperti : sumberdaya air, struktur bangunan, mekanika tanah, transportasi dan manajemen konstruksi.
Arjuna Subject : -
Articles 55 Documents
 1   2   3   4   5 
UTILIZATION OF BOTTOM ASH AS MATERIAL MIXED SOIL LAYER BASICS IN HIGHWAY CONSTRUCTION Muhammad Amir Wardana; Yasruddin Yasruddin
CERUCUK Vol 1, No 1 (2017): CERUCUK VOL. 1 NO. 1 JANUARI 2017
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v1i1.895

Abstract

The use of coal as a power plant in the Asam-Asam produce residues such as bottom ash which cause environmental pollution. Therefore, research is conducted using bottom ash as a mixture of soil layer on the basis of the highway construction.This experiment is Atterberg Limit Testing, Testing Density, Sieve Analysis, hydrometer, compaction, and testing of CBR (California Bearing Ratio). In this study, using three types of combinations mixture of bottom ash, cement, and ground. Of the three combinations tested a whole has a high value of CBR and meet General Specifications, but the value of PI and Activity of the overall value combination does not meet specifications.The third combination can only be classified as ordinary soil embankment because of the three combinations all have a CBR value that meets specifications, but on the whole combination had PI values and the value of active that do not meet specifications. The combination can be regarded as an ordinary pile on condition combination is only used on the bottom of the heap or the backfilling that do not require the carrying capacity or high shear strength.Keywords: Bottom Ash, General Specifications, PI value, the value is On, the value of CBR.
SLOPE HANDLING DESIGN PIHANIN BRIDGE PANDAN SARI VILLAGE HULU SUNGAI SELATAN REGENCY Markawie Markawie; Achmad Abdurrahman
CERUCUK Vol 2, No 1 (2018): CERUCUK VOL. 2 NO. 1 JANUARy 2018
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v2i1.907

Abstract

The road leading to the village of Pandan Sari, Hulu Sungai Selatan Regency, is one of the important infrastructures for the community's economy in the village of Pandan Sari. The occurrence of landslides causes the transportation line to be cut off so that it needs to be repaired, the construction used to replace the road is a slab pile bridge because the implementation is quite easy and the construction costs are relatively cheap. This bridge has a 86 m span with the bridge class is a special class C with a traffic width of 5.5 m and a sidewalk of 0.25 m. The purpose of this final project is to obtain a construction design that is safe, qualified and economical in its manufacture.This design includes planning the upper structure, lower structure, and bridge foundation. Where the imposition of upper and lower building structures refers to RSNI T-02-2005, Calculation of loading is assisted by using SAP2000 software. Floor plate planning uses the Bittner method and the plate is considered as a 1 m wide beam. So that the biggest styles are used between the two methods. Quality specifications of U-32 main reinforcement steel (fy 320 MPa) quality of U-24 divider and shear reinforcement steel (fy 240 MPa). On the slab used concrete with fc '35 MPa quality. Whereas on the back and lower structure concrete is used with fc '30 MPa quality). Then proceed with analysis of slope stability against safety factors in conditions before and after the reinforcement.From the calculation results obtained 25 cm floor plate design D19-80 main reinforcement and divider reinforcement Ø16-100. In the abutment foundation, used manufacturing poles in the form of PC class B spun pile 30 cm in diameter as many as 12 poles, for 4 slab pile slabs (voute 1), and 6 poles per transverse beam (voute 2) ) Obtained bearing capacity (757.64 kN)> pile style (181.41 kN) and lateral carrying capacity (250.870 kN)> lateral force (95.76 kN). SF (Safety Factor) obtained before the reinforcement is 0.983 and after the strengthening is obtained 2.684.Keywords: Bridge, reinforced concrete, pile slab, abutment, pile.
GROIN DESIGN AS A COASTAL PROTECTION PAGATAN BEACH, TANAH BUMBU REGENCY Holdani Kurdi; Helmy Kurnia; Novitasari Novitasari
CERUCUK Vol 1, No 3 (2017): CERUCUK VOL. 1 NO. 3 MARCH 2017
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v1i3.901

Abstract

Damage caused by coastal erosion in Pagatan Beach in Tanah Bumbu regency require strong and stable coastal protection. During these days as coastal protection used groins type of protection are made by gabion wire, which is easily damaged because gabion wire used for this more easily corroded. Therefore, to anticipate it, it should be made a design of a safety coastal structures by groin type in Pantai Pagatan that strong and stable. To calculating the wave height and period used Severdrup Munk Bretschneider (SMB) method which has been modified by the Shore Protection Manual (US. Army Corps of Engineers, 1984). This design refers to the Pd T-04-2005-A. These data are required is wind data, wave data, tide data, sediment data, and soil data. The results obtained dimensional design of the building with a base of 22m width and a crest elevation of 5.5m groin plan, ultimate withstand capacity of 400,128t/m2, overthrown stability 33,836 and shear stability 4,198. Sediment transport that occurs along the coast of 30,107.72m3/day, significant wave height (H33) is 1.98 m and the Design Water Level (DWL) 2.77 m. In this design, material used is crushed stone. Keywords: design, coustal protection, groin, Pagatan Beach.
SURFACE CHARACTERISTICS HRS (HOT ROLLED SHEET) FILLER BASE USING FLY-ASH, BOTTOM ASH, CEMENT AND ABU STONE Radi Tyo; Yasruddin Yasruddin
CERUCUK Vol 1, No 2 (2017): CERUCUK VOL. 1 NO. 2 FEBRUARI 2017
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v1i2.896

Abstract

The results showed that the stability of Marshall on a combination of filler (Fly-ash, bottom ash, cement,dust stone) all mixtures meet the specifications from Bina Marga is 800 kg. Flow on a combination of filler (Fly-ash, bottom ash, cement,dust stone) all mixtures meet the specifications from Bina Marga is 3 mm. VFB on a combination of filler (Fly-ash, bottom ash, cement,dust stone) all mixtures meet the specifications from Bina Marga is 68%. VIM on a combination of filler (Fly-ash, bottom ash, cement,dust stone) all mixtures meet the specifications from Bina Marga is 4-6% except filler Fly-Ash (3.6%) and bottom ash (3%) did not meet specifications. VMA on a combination of filler (Fly-ash, bottom ash, cement,dust stone) all mixtures meet the specifications from Bina Marga 17%. MQ on a combination of filler (Fly-ash, bottom ash, cement,dust Stone) all mixtures meet the specifications From Bina Marga is 250 kg / mm. So we get the rest of the stability index immersion with combination All filler meets the specifications from Bina Marga is 90%. A mixture of filler that can be used as road pavement materials standard specifications from Bina Marga (2010) is cement and dust Stone.
DRAINAGE SYSTEM DESIGN INTERNATIONAL AIRPORT SYAMSUDIN NOOR Ahmad Fadhillah; M. Azhari Noor; Maya Amalia
CERUCUK Vol 1, No 1 (2017): CERUCUK VOL. 1 NO. 1 JANUARI 2017
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v1i1.891

Abstract

Location studies Syamsudin Noor city is located in the city Banjarbaru, South Kalimantan. Poor drainage systems can cause waterlogging that may interfere with the function of airports. Is devoted to the planning of drainage channels to avoid puddles on the runway (runway).Rainfall data is processed by analyzing the frequency, which is the chosen distribution Log Pearson III. After it was made curved rainfall intensity using rational formula for some period of 5 years return period. Analyses were performed per Segmentst adjusted with drainage coefficient of each Segmentst to obtain a discharge plan.After analyzing the obtained Qmaks worth 5,101 m3 / s, the existing drainage channel is still able to accommodate the discharge plan. Then do the economic planning of drainage channels, obtained H = 1.4m and B = 1m for trunking and H = 0.8 m and B = 0.7m for the trapezoidal channel.Keywords: Syamsudin Noor Airport, runway, drainage
THIKCNESS DESIGN OF RIGID PAVEMENT ON THE ROAD SECTION GUBERNUR SUBARJO (STA 6 + 000 S / D STA 11 + 000) BANJARMASIN Ibnu Kasfuddin; Yasruddin Yasruddin
CERUCUK Vol 2, No 1 (2018): CERUCUK VOL. 2 NO. 1 JANUARy 2018
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v2i1.909

Abstract

Gubernur Subarjo Jalan Banjarmasin is one of inter-provincial road traffic of that activity is quitehigh. As the road plays an important role road transport is still experiencing problems namely: increasing the amount of traffic, especially on heavy vehicles which resulted in pavement damagethese. Therefore it is necessary to choose the alternative pavement suitable for use at this location according to road conditions and environment. This thesis aims to calculate the pavement thickness and the draft budget the Gubernur Subarjo roads Banjarmasin.On the roads studied, pavement used is rigid pavement structure (Rigid Pavement) the calculation using the method Pavement Design Manual No. 02 / M / BM / 2013 which is controlled by the method of Pd T-14-2003 and for the calculation of the budget using the guidelines Employment Analysis Unit Price (AHSP), 2013. Total segment length is used as a research location is 5000 m long.The results obtained for road width of 7.5 m and 2 m wide shoulders, a new pavement covering the rigid pavement with 265 mm thick, with thick layers of foundation LMC and Aggregate Class A is 150 mm. Budget obtained Rp. 29.903 billion corresponding unit price is determined.
RIVER CAPACITY ANALYSIS AFFECTED BY THE TIDE Akhmad Taruna Rasyidi; Maya Amalia; M. Azhari Noor
CERUCUK Vol 1, No 3 (2017): CERUCUK VOL. 1 NO. 3 MARCH 2017
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v1i3.902

Abstract

Anjir Mulawarman is one of the canals in Banjarmasin. Anjir Mulawarman has a geometric shape that is straight with the street on both sides and riverbanks form gravity retaining wall. However, when the tide is still some places such as houses and streets that were around the riverbanks run into puddles. This final project discusses about the capacity of each cross-section of the river are experiencing water runoff when the high tide and also plans riverbank that safe against the tide.The method used is the field research in the form of geometrical data every 50 meters conducted along the river and tidal data in the upstream and downstream for 15 days through Admiralty. The field data were analyzed through a support program HEC-RAS 5.0 will get a cross-section tide experiencing water runoff and will get a safe levee elevation plans.The Results of the research showed that Anjir Mulawarman is 1.88 km, the river channel width is 16-39 meters, and the channel depth is 2.28 to 3.66 meters. The number of stations that were flooded due to tidal  as many as 14 of the total 39 stations, with the water level varied from 6 cm to 20 cm in the riverbank area including houses and streets. This cross-sectional capacity of 14 stations are not able to accommodate the tide, so it will planning levee or raising the banks to at least 7.5 meters above sea level elevation. Keyword : Anjir Mulawarman, Channel Cross Section, Tide, HEC-RAS 5.0
NOT SIGNALIZED INTERCHANGES ANALYSIS ON EDUCATIONAL PATH-GUNTUNG ALABAN IN MARTAPURA KAB. BANJAR Mahdi Noor Erdin; Rosehan Anwar
CERUCUK Vol 1, No 1 (2017): CERUCUK VOL. 1 NO. 1 JANUARI 2017
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v1i1.892

Abstract

The condition is not signalized intersection on Jl segment. Education-Guntung Alaban currently support the occurrence of traffic congestion, because the area is the road to a place of worship (dome Teacher Education), and traditional markets. It dipengeruhi by the concentration of the number of vehicles from all directions increasingly crowded, especially rush hour.This study aims to determine the performance at signalized intersections and ITP not at the present time.The study was conducted at the location of the intersection based on the survey method Highway Capacity Manual Indonesia. Then, the data was analyzed based on the Highway Capacity Manual Indonesia with the help of Microsoft Excel.In the calculation of the performance of intersections without traffic lights (existing condition) obtained the value of DS average amounted to 0.931 where the value of DS means the index level of service (ITP) that intersection, including the level of E is the volume of traffic approaching / are at capacity, the current is not stable, sometimes stopping speed.Keywords: not signalized intersection, the degree of saturation, ITP
SHEET PILE CONSTRUCTION DESIGN AS AN ALTERNATIVE TREATMENT FOR LANDSLIDE ON THE CITY BOUNDARY’S ROADS SECTIONS OF TANAH GROGOT-LOLO KUARO, TANAH GROGOT DISTRICT, PASER REGENCY, TANA PASER Cindy Nitasari; Markawie Markawie
CERUCUK Vol 2, No 1 (2018): CERUCUK VOL. 2 NO. 1 JANUARy 2018
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v2i1.911

Abstract

In Tanah Grogot district, precisely on the KM 6 road which is the city boundary roads of Tanah Grogot City-Lolo Kuaro it has an important role as the only access for road users. Because at the side of the roads does not have a drainage channel, resulting in water overflowing and the seepage flowed on the surface, causing a landslide. The length of the landslides is 50 meters, with a width of 5.5 meters and the highest height is 9.6 meters. The result of this landslide is very disturbing for the road users. The delivery of goods and services can not be accommodated properly. Therefore, it is expected that this path must be handled properly, so the road can be functioning again safely and comfortably. How to handle this problem is by making a design of retaining walls construction which is safe in form of sheet pile.The planning for this anchored sheet pile begins with analyzing the secondary data in form of data sondir, laboratory data, and topographic measurement data. This then followed by the calculation of the forces acting on the sheet pile, the calculation of moments in the sheet pile, the calculation of the carrying capacity of the pile on the anchor, capacity calculations for the mast against a lateral load, and the slope stability analysis using GeoStudio2007 application. After that designing the sheet pile construction, tierod, the pile, planning the budget, and makes the Detail Engineering Design (DED).From the planning, the profile of concrete sheet pile obtained is CCSP W-500-A-1000 with a total length of the sheet pile is 12.2 meters. On tierod using dimensions of 6.32 m long with a diameter of 5 cm. On the pile is using a steel pipe with a diameter of 40 cm which penetrated into 10 m depth. For the stability of the slope with the reinforcement of piles obtained SF = 5.5> 1.25, which can be said as safe.Keywords:  designing sheet pile, anchored sheet pile, steel pipe piles.
ANALYSIS OF NEGARA RIVER SEDIMENTATION AND PREDICTION OF DAMAGE ON ANDI TAJANG BRIDGE IN HULU SUNGAI SELATAN REGENCY Andrean R. Juanizar; M. Azhari Noor; Nilna Amal
CERUCUK Vol 1, No 3 (2017): CERUCUK VOL. 1 NO. 3 MARCH 2017
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v1i3.903

Abstract

Sediments can lead to continuous agradation and degradation that potentially alters river morphology. On the other hand, scouring occurs as a consequence of contraction due to the existence of a bridge. Contraction will make the flow form a hole under the pillar. Decreasing pillars due to scouring may endanger the overall structure of the bridge.The data used in the calculation of sediment volume is river discharge data, soil samples, and geometry of Negara River. The data were then fed into HEC-RAS 4.1.0, using four formulas: Laursen, Engelund-Hansen, Meyer Peter Muller, and Toffaleti, the calculations were then performed by HEC-RAS 4.1.0 and then analyzed. The analysis was done by using three months simulation time. While the technical data of Andi Tajang Bridge is modeled on HEC-RAS 4.1.0, and then calculates scouring by considering scouring due to contraction and pillar impact. The debit used in the calculation of the scouring of the bridge is the discharge design with 50, 100, 500, and 1000 Years reinstall.The result of research is the maximum average capacity of Negara River that is 374,214 ton/day, sediment discharge and sediment concentration are 35,347 ton/day and 6,668 mg / l. The biggest scour on Andi Tajang Bridge occurred at the discharge of 267,4116 m3 / d (re-time 1000 years) that is 2.98 m. Based on the results of the study, the sediment discharges occurring in the Negara River are of great value in some parts, so that sediment control is necessary. In addition, to prevent damage to the bridge structure due to scouring, it is necessary to make protection on the structure under the Andi Tajang Bridge. Keywords: sediment, scour, bridge, Negara River, Andi Tajang Bridge, HEC-RAS 4.1.0

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