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Inersia : Jurnal Teknik Sipil dan Arsitektur

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Published by Universitas Negeri Yogyakarta

ISSN : 0216762X EISSN : 2528388X DOI : -

Core Subject : Engineering,

Civil Engineering, Building, Construction & Architecture

INERSIA is stand for INformasi dan Ekspose hasil Riset Teknik SIpil dan Arsitektur. This scientific journal is managed by the Department of Civil Engineering and Planning Education, Faculty of Engineering, Yogyakarta State University, in cooperation with the Persatuan Insinyur Indonesia (PII). It publishes and disseminates research results from lecturers and post graduate students from various universities in Indonesia, which has contributed to the development of science and technology, especially in the field of Civil Engineering and Architecture. INERSIA is published twice a year, in May and December.

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Articles 312 Documents

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PENGARUH PARTIAL REPLACEMENT SEMEN PORTLAND DENGAN BENTONITE TERHADAP KUAT TEKAN BETON BERDASARKAN VARIASI UMUR Encik Junaidi Aprizal, Pusoko Prapto
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 11, No 1 (2015): Mei
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThis study aims to get the maximum compressive strength with high quality in determining theeffect of partial replacement of cement with bentonite to the compressive strength of concrete.This study was conducted by testing the chemical composition of the bentonite by using themethod of Atomic Absorption Spectrometry (AAS) and Gravimetry that refers to the ASTM 618-03. For testing the compressive strength of concrete it was used the age variation to assess thecompressive strength of concrete using 10% of bentonite as the partial replacement for cement.There were 18 samples consisting of three cylindrical concrete samples in each age variation(the diameter was 150 mm and the height was 300 mm) and the testing was conducted at theage of 3, 7, 14, 21, 28 and 56 days. The results showed that the test of bentonite chemicalcomposition in the Chemistry Analytical Laboratory of Gadjahmada University met therequirements of pozolan chemical. The highest compressive strength at the age of 56 days andat 28 days the lowest compressive strength were 49.454 MPa and 37.119 MPa respectively.The percentage of the optimum increase of concrete obtained at the age of 28 days to 56 dayswas 33.23%. Moreover the addition of bentonite gives the effect to the workability so that thevalue of the slump was lower than the that in the planning.Keywords: Bentonite, Compressive strength, Slump

ANALISIS PERMUKIMAN TEPIAN SUNGAI YANG BERKELANJUTAN KASUS PERMUKIMAN TEPIAN SUNGAI KAHAYAN KOTA PALANGKARAYA Noor Hamidah, R. Rijanta, Bakti Setiawan, Muh. Aris Marfai
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 12, No 1 (2016): Mei
Publisher : Universitas Negeri Yogyakarta

ABSTRACTCentral Kalimantan is a region of the riverside area. Most of the people settled in the riverside area. Thelivelihoods of many people of Central Kalimantan as a fisherman. Riverside area is a residential center on thegrounds of water as a source of life and ease to access of transport between regions in Central KalimantanProvince. The purpose of the research was to explore the pattern of settlements as an adaptation to the physicalenvironment riverside area. The research located in the residential area of the District Pahandut, Palangka Raya.Research method used a combination (mix-used method) through the stages of research, among others: (1)preparation; (2) the implementation phase; and (3) post-implementation phase. Step research through fieldobservation and exploration data based on interviews with selected native speakers. Furthermore, the results offield observations and exploration data in the analysis through the tacit knowledge as descriptive interpretativeelaboration on various aspects of local community life. The results showed there are two aspects that affect toriverside settlement, namely: (1) physical aspect; and (2) non-physical aspect. The second aspects of thesettlement pattern support settlements in those areas riverside towards sustainable development through toriverside area.Keywords: analyses, riverside area, settlementABSTRAKKalimantan Tengah merupakan wilayah tepian sungai. Sebagian besar masyarakatnya bermukim di wilayahtepian sungai. Mata pencaharian sebagian besar masyarakat Kalimantan Tengah sebagai nelayan. Tepiansungai merupakan pusat permukiman dengan berlatar belakang kampung tepian sungai. Falsafah air sebagaisumber kehidupan dan kemudahan transportasi antar wilayah di Provinsi Kalimantan Tengah. Tujuan penelitianialah mengeksplorasi model perbaikan permukiman sebagai adaptasi terhadap lingkungan fisik kawasan tepiansungai. Lokasi penelitian di kawasan permukiman Kecamatan Pahandut, Kota Palangka Raya. Metode yangdigunakan ialah metode gabungan (mix-used method) melalui tahapan penelitian antara lain: (1) tahap persiapan;(2) tahap pelaksanaan; dan (3) tahap pasca pelaksanaan. Langkah penelitian yaitu melalui observasi lapangan(field observation) dan eksplorasi data-data berdasarkan wawancara dengan narasumber terpilih. Hasil observasilapangan dan ekplorasi data di analisis melalui tacit knowledge sebagai jabaran deskriptif interpretatif terhadapberbagai aspek kehidupan masyarakat setempat. Hasil penelitian menunjukkan terdapat dua aspek fisik yangmempengaruhi permukiman tepian sungai, yaitu: (1) aspek fisik (physical aspect); dan (2) aspek non-fisik (nonphysicalaspect). Kedua aspek tersebut mendukung model perbaikan permukiman di kawasan tepian sungaimenuju pembangunan berkelanjutan yang berorientasi pada pelestarian kawasan tepian sungai.Kata kunci: analisis, perbaikan, permukiman, tepian sungai

ANALISIS HOMOGENITAS SELF COMPACTING MORTAR MENGGUNAKAN SERAT POLYPROPYLENE BERDASARKAN KECEPATAN PERAMBATAN GELOMBANG ULTRASONIK (UPVM) Faqih Ma’arif; Slamet Widodo; Agus Santoso
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 7, No 2 (2011): Desember
Publisher : Universitas Negeri Yogyakarta

Nowadays, Non Destructive Tests have been applied in many qualityevaluations of existing concrete structures. One of the Non Destructive Tests (NDT)is based on Ultrasonic Pulse Velocity (UPV). The use of UPV method among othersare to estimate the strength of concrete, to detect the presence of crack, to measurethe homogeneity of concrete, the thickness of concrete slab, and also to estimate thediameter of the embedded steel reinforcement. The NDT technique will apply on thisresearch. This research used 24 cylinder test samples in four groups, which werereference cylinder (SR), cylinder-1 (S-01) with 0.5 kg/m3 of fibers, cylinder-2 (S-02)with 1.0 kg/m3 of fibers and cylinder-3 (S-03) with 1.5kg/m3 of fibers. Those cylinderswere of 150 mm in diameter and 300mm in height. The Ultrasonic Pulse Velocity(UPV) test was conducted with direct test method. The data are then analyzed usingstatistical program. The test result showed that the addition of polypropylene fibersoptimum and pulse velocity were of 1kg/m3 and 3,19km/s respectively. The increasepulse velocity transmitter higher on variation of fibers 1kg/m3 is 9,12% in comparisonto reference cylinder. The statistical test indicated that the signifinance value (2-tailed test) is homogeneity sample. This means that the ultrasonic pulse velocitymethod can used to knowing of homogeneity self compacting mortar using fibers.Keyword: Homogeneity, polypropylene, Ultrasonic pulse velocity Method

Pengaruh Penempatan Tirai Segitiga Lurus dan Segitiga Lengkung terhadap Kedalaman Gerusan Lokal Muchtar Agus Tri Windarta; Didik Purwantoro
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 12, No 2 (2016): Desember
Publisher : Universitas Negeri Yogyakarta

ABSTRACT Pier is part of the bridge which is the most important because it serves to hold the weight of bridge and the weight of the charge passing through it. Then development on the pier of the bridge particularly on stability against local scouring due to the influence of the flow of river water to note. This test aims to find out the influence of variations in the placement of the curtains triangle straight and curved triangle. This study using models pier observation as a means of testing with parameters of depth of flow and discharge of water, with a height of 10 cm, the sand discharge flow 1.09 l/sec. The test Objects this uses pipe PVC with a diameter of 2,6 cm high pier, 25 cm as the pier for testing. Testing it uses a standard tilting flume. Testing done twice with the variation form of the curtain striangle straight and curved triangle. Based on the results of testing conclusion can be obtained that depth of scouring at point A on the pier using a variation of the curtain triangle straight can reduce the scouring of 70% while in the triangular curve blinds reduce scouring amounted to 66%, the depth of scouring in point B and D on the pier using a variation of the curtain triangle straight can reduce the scouring amounting to 72% while in the triangular arch blinds reduce the scouring amounting to 51%, and depth of scouring in point C on the pier using a variation of the triangle straight curtain can reduce scouring of 88% while in the triangle blinds arch reduce the scouring of 66%. Keywords: depth of scouring, variety of curtains. ABSTRAK Pilar merupakan bagian dari jembatan yang paling penting karena berfungsi untuk menahan berat badan jembatan itu sendiri dan berat muatan yang melintasinya. Maka pembangunan pada pilar jembatan terutama pada kestabilan terhadap gerusan lokal akibat pengaruh aliran air sungai perlu diperhatikan. Pengujian ini bertujuan untuk mengetahui pengaruh variasi penempatan tirai segitiga lurus dan segitiga lengkung. Kajian ini menggunakan model pilar sebagai alat pengamatan pengujian dengan parameter kedalaman aliran dan debit air sama, dengan ketinggian pasir 10 cm, debit aliran 0.99 lt/det. Benda uji ini menggunakan pipa PVC dengan diameter 2,6 cm, tinggi pilar 25 cm sebagai model pilar untuk pengujian. Pengujian ini menggunakan standard tilting flume. Pengujian dilakukan dua kali dengan variasi bentuk tirai segitiga lurus dan segitiga lengkung.Berdasarkan hasil pengujian dapat diperoleh kesimpulan bahwa kedalaman gerusan di titik A pada pilar yang menggunakan variasi tirai segitiga lurus dapat mengurangi gerusan sebesar 70% sedangkan pada tirai segitiga lengkung mengurangi gerusan sebesar 66%, kedalaman gerusan di titik B dan D pada pilar yang menggunakan variasi tirai segitiga lurus dapat mengurangi gerusan sebesar 72% sedangkan pada tirai segitiga lengkung mengurangi gerusan sebesar 51%, dan kedalaman gerusan di titik C pada pilar yang menggunakan variasi tirai segitiga lurus dapat mengurangi gerusan sebesar 88% sedangkan pada tirai segitiga lengkung mengurangi gerusan sebesar 66%.Kata kunci: kedalaman gerusan, variasi tirai.

POLA PERMUKIMAN MANDALANGEN DI SEKITAR KERATON KASEPUHAN CIREBON Ari Widyati Purwantiasning
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 7, No 1 (2011): Mei
Publisher : Universitas Negeri Yogyakarta

This research is aimed to explore the Mandalangen settlement pattern which laid surround Kasepuhan Cirebon Palace, related to Ching and Kevin Lynch theories. Used descriptive qualitatative method, the study done by comparing the sketches of Mandalangen settlement with those theories. The research results several facts that there are relationships between the theories and Mandalangen settlement pattern. Beside that,it is found that the streets become more narrow and housing area extended cause by increasing of human need.Those results is very important to arrange conservation programme at the Mandalangen settlement.

STUDI PERBANDINGAN RANCANG CAMPUR BETON NORMAL MENURUT SNI 03-2834-2000 DAN SNI 7656:2012 Agus Santoso; Darmono Darmono; Faqih Ma'arif; Sumarjo H
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 13, No 2 (2017): Desember
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThis study examines the design of normal concrete mixtures according to SNI 03-2834-2000 and SNI 7656: 2012. This research is done because SNI 7656: 2012 is an adoption of ACI 211 which requires a mixture considering its economic side. This research was conducted by experimental method in laboratory. In this research, the test object used is concrete cylinder with dimension 150 x 300 mm. The test specimen consists of 2 variants, namely: normal concrete SNI 2000 (BN-00), and normal concrete SNI 2012 (BN-12). Each variant consists of 3 strong compressive specimen plans: 25 MPa, 30MPa, and 35 MPa. Based on the result of the test, it is found that the strength of concrete with the design of SNI 2000 for the compressive strength of 25 MPa (BN-00-25), 30 MPa (BN-00-30) and 35 MPa (BN-00-35) 27.24 MPa, 38.99 MPa, and 44.85 MPa. While the concrete mean press with the design of SNI 2012 for the compressive strength of 25 MPa (BN-12-25), 30 MPa (BN-12-30), and 35 MPa (BN-12-35) plans were 31,43 MPa , 36.54 MPa, and 39.76 MPa. Keywords: mixed design, SNI 03-2834-2000, SNI 7656: 2012, compressive strength ABSTRAKMakalah ini mengkaji tentang rancang campur beton normal menurut SNI 03-2834-2000 dan SNI 7656:2012. Dilakukannya kajian ini karena SNI 7656:2012 merupakan adopsi dari ACI 211 yang mensyaratkan suatu campuran dengan mempertimbangkan sisi ekonomisnya. Kajian ini dilakukan dengan metode eksperimen di laboratorium. Pada kajian ini benda uji yang digunakan adalah silinder beton dengan dimensi 150 x 300 mm. Benda uji terdiri dari 2 varian yaitu : beton normal SNI 2000 (BN-00), dan beton normal SNI 2012 (BN-12). Tiap varian terdiri dari 3 spesimen kuat tekan rencana yaitu: 25 MPa, 30MPa, dan 35 MPa. Berdasarkan hasil pengujian didapatkan kuat tekan rerata beton dengan rancangan SNI 2000 untuk kuat tekan rencana 25 MPa (BN-00-25), 30 MPa (BN-00-30), dan 35 MPa (BN-00-35) berturut-turut sebesar 27,24 MPa, 38,99 MPa, dan 44,85 MPa. Sedangkan tekan rerata beton dengan rancangan SNI 2012 untuk kuat tekan rencana 25 MPa (BN-12-25), 30 MPa (BN-12-30), dan 35 MPa (BN-12-35) berturut-turut sebesar 31,43 MPa, 36,54 MPa, dan 39,76 MPa. Kata kunci: rancang campur, SNI 03-2834-2000, SNI 7656:2012, kuat tekan

PERENCANAAN KONSTRUKSI SHEET PILE WALL SEBAGAI ALTERNATIF PENGGANTI GRAVITY WALL(Studi Kasus Proyek Sindu Kusuma Edupark, Yogyakarta) Isti Radhista Hertiany, Adwiyah Asyifa
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 10, No 1 (2014): Mei
Publisher : Universitas Negeri Yogyakarta

In the recent decade , the development of retaining wall construction keeps growing rapidly along the optimization of the use of available land. The main purpose of this construction is restrain the land so as not landslide Due to the load that it work in addition to the utilization of the space available. In this case study in sindu kusuma edupark project using construction type anchoring ground gravity wall. If the structure of gravity wall is not safe withstand the force that worked , then required alternative design construction of retaining wall of another appropriate. Construction retaining wall that can be used as alternatives is sheet-pile wall or commonly called Turap. The difference of gravity wall and turap lies in the stability analysis of construction and materials. Excess of sheet pile of this wall is the tough a lighter , the implementation of the gravity relatively quickly than wall, Suitable used for the drift the ground with a height was , the quality of construction uniform and more secured construction than manual for using prefabricated construction. From the analysis of stability gravity wall , we can conclude that when the structure receives of static load, Construction stability was not secure against overtuning , sliding , axial load , and broken foot structure but it still safe receives sliding and capacity stability fulfilled. When encumbered by dynamic loads, structure safe against bolsters, sliding, and soil bearing capacity.The Sheet pile wall selected as a substitute for wall gravity is prefabricated concrete Wika Beton , with type w-325 a 1000 - length: 8 m with a long as deep as 3 m of installing. The type of sheet pile used anchorage sheet pile of continuous type, with 10 mm in diameter and the distance is 3m. The Boards anchor used behind construction sheet-pile with 3m in long sized, make stability sheet-pile secure with SF = 2.Key word: Pile wall, Safety Factor

PENATAAN SISTEM JALUR PEJALAN KAKI DI UNIVERSITAS NEGERI YOGYAKARTA Muhammad Agphin Ramadhan; Galeh Nur Indriatno Putra Pratama; Retna Hidayah
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 14, No 1 (2018): Mei
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThis study aims to: 1) determine the zoning for pedestrian ways; 2) determine the type of pedestrian ways in UNY; 3) to identify problems and solutions related to pedestrian ways in UNY. The method used in this research is descriptive with quantitative approach, by comparing the standard criteria for open space with the condition of reality. The technique of collecting data through observation and measurement of the dimensions of buildings and open spaces using the assistance planimeter website. Basic physical reviews grouping zones through which the road that separates the faculty contained in UNY. The results showed that: 1) zoning is physically in the Campus UNY consists of six zones, namely: Zone A (FT, LPPMP, LPPM), Zone B (FE, FIS, Dean Faculty, Kopma, PPs Lama, FIP), zone C (FBS, Science Faculty, Masjid Mujahideen), zone D (GOR UNY and vicinity), zone E (Stadiums, Tennis Court, FIK), and zone F (Rector, New PPs); 2) in real terms, there are four types of pedestrian ways in UNY, namely: Type 1 (separated), Type 2 (integration), Type 3 (dominant car), and Type 4 (corridor); 3) alternative solutions for problems of special dimensions and availability (level of service) the dimensions sidewalk pavement is in zone B is not ideal, while the sidewalks in zone A is sufficient available. Keywords: Pedestrian, Sidewalk, Yogyakarta State University. ABSTRAKKajian ini bertujuan untuk: 1) mengetahui pembagian zona untuk pedestrian ways; 2) mengetahui tipe pedestrian ways di UNY; 3) mengetahui permasalahan dan solusi yang berhubungan dengan pedestrian ways di UNY. Metode yang digunakan dalam kajian ini adalah deskriptif melalui pendekatan kuantitatif, dengan cara membandingkan kriteria standar ruang terbuka dengan kondisi realita. Teknik pengumpulan data melalui observasi dan pengukuran dimensi bangunan serta ruang terbuka menggunakan bantuan website planimeter. Dasar pengelompokkan zona melalui tinjauan fisik yaitu jalan yang memisahkan beberapa Fakultas yang terdapat di UNY. Hasil kajian menunjukkan bahwa: 1) pembagian zona secara fisik di kawasan Kampus UNY terdiri dari 6 zona, yaitu: Zona A (FT, LPPMP, LPPM), Zona B (FE, FIS, Dekanat FMIPA, Kopma, PPs Lama, FIP), Zona C (FBS, FMIPA, Masjid Mujahiddin), Zona D (GOR UNY dan sekitarnya), Zona E (Stadion, Lapangan Tenis, FIK), dan Zona F (Rektorat, PPs Baru); 2) secara riil, ada 4 tipe pedestrian ways di UNY, yaitu: Tipe 1 (separated), Tipe 2 (integration), Tipe 3 (car dominant), dan Tipe 4 (corridor); 3) alternatif solusi atas permasalahan khusus dimensi dan ketersediaan (tingkat pelayanan) trotoar yaitu dimensi trotoar yang berada di zona B belum ideal, sedangkan trotoar pada zona A sudah cukup tersedia. Kata kunci: Pedestrian, Trotoar, Universitas Negeri Yogyakarta.

SEKOLAH DIINDONESIA Slamet Widodo
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 1, No 2 (2005): September
Publisher : Universitas Negeri Yogyakarta

ABSTRACTMany school bUildings are affected by destructive earthquake in Indonesia.This paper presents the current conceptions. re~evant to seismic :~sk forconstruction in urban centre that depends on seismiC hazard, vulnerability andbUilding value. School building as an important education facility is being analyzedhere, the analysis including social economics value, school buildings structuresin Indonesia, construction norms and damage to school buildings in the past.Keywords: Earthquake, school bUildings

KORELASI KUAT TEKAN TERHADAP KAPASITAS GESER BALOK BETON DENGAN VARIASI PERAWATAN Elviana Elviana; Ashar Saputra; Djoko Sulistyo
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 15, No 2 (2019): Desember
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThe beam material in the construction world is designed to withstand collapse due to bending, diagonal drag, and sliding. Shear behavior in design becomes a very complex problem and is not easy to predict. However, failure due to the influence of shear forces is avoided in the design world due to damage that occurs without prior precautions, so that building users do not have the opportunity to save themselves. The study of variables that determine shear forces is a contradictory debate. One of the influential variables is the compressive strength of concrete (fc’). This work examines the correlation of compressive strength to the shear capacity of concrete beams with variations in care because there is still very little literature in Indonesia that studies the relationship of the two variables. Tests carried out on beams with reinforcement and without reinforcement which have pxlxt size is 1000x200x400 mm by getting the behavior of the point load at the center of the span (three-point load). Maintenance variations are carried out by testing in wet conditions as material representation in water construction and dry conditions for ordinary buildings. After 150 days of study, it was found that the compressive strength of concrete had a higher correlation with the strength of the concrete at the time of cracking (Vcr) than the strength of ultimate concrete (Vu). Wet conditions will produce lower strength than linear conditions with linear correlation levels of both.Keywords: concrete, compressive strength, shear strength, concrete treatment ABSTRAK Material balok dalam dunia konstruksi dirancang untuk tahan terhadap keruntuhan akibat lentur, tarik diagonal, dan geser. Parilaku geser dalam perancangan menjadi permasalahan yang sangat kompleks dan tidak mudah untuk diprediksi. Namun demikian kegagalan karena pengaruh gaya geser sangat dihindari dalam dunia perancangan dikarenakan kerusakan yang terjadi tanpa didahului dengan peringatan terlebih dahulu, sehingga pengguna bangunan tidak memiliki kesempatan untuk menyelematkan diri. Pengkajian mengenai variabel yang menentukan kekuatan geser menjadi sebuah perdebatan yang kontradiktif. Salah satu variabel yang berpengaruh adalah kekuatan tekan beton (fc’). Penelitian ini mengkaji mengenai korelasi kuat tekan terhadap kapasitas geser balok beton dengan variasi perawatan dikarenakan masih sangat sedikit literatur di Indonesia yang melakukan pengkajian hubungan kedua variabel tersebut. Pengujian dilakukan pada balok dengan tulangan dan tanpa tulangan yang memiliki ukuran pxlxt adalah 1000x200x400 mm dengan mendapatkan perilaku beban titik di pusat bentang (three-point load). Variasi perawatan dilakukan dengan melakukan pengujian pada kondisi basah sebagai representasi material pada konstruksi bangunan air dan kondisi kering untuk bangunan biasa. Setelah dilakukan pengkajian selama 150 hari diperoleh hasil bahwa kuat tekan beton memiliki korelasi lebih tinggi terhadap kekuatan beton pada saat retak (Vcr) daripada kekuatan beton ultimit (Vu). Kondisi basah akan menghasilkan kekuatan yang lebih rendah dari kondisi kering yang linier dengan tingkat korelasi keduanya. Kata kunci: beton, kuat tekan, kuat geser, perawatan beton

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