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Inersia : Jurnal Teknik Sipil dan Arsitektur

inersia
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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 9 Documents

Search results for , issue "Vol 12, No 1 (2016): Mei" : 9 Documents clear

ANALISIS NILAI PGA (PEAK GROUND ACCELERATION) UNTUK SELURUH WILAYAH KABUPATEN DAN KOTA DI JAWA TIMUR Siti Ayu Kumala, Wahyudi
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 12, No 1 (2016): Mei
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThis study aims to forecast of seismic hazards in Indonesia have done, but detail analysis of each region needsfurther assessment. East Java is an area with high earthquakes Frequency. Therefore, the analysis of seismichazard in East Java in detail is necessary as a first step in disaster mitigation. This research aims to make PGAmap for for 10% and 2% PE in 50 years (return period of 500 years and 2500 years) as mitigation of tectonicearthquake disaster in East Java region. The PSHA 2007 from USGS (United State Geological Survey) is asoftware that was used in this analysis process. Data of the earthquake catalog used in this analysis is thehistorical events earthquake from 1900 to 2015, with area 109oBT - 116oBT and 6oLS - 12oLS.The result of thiscalculated obtained distribution hazard value in PGA condition for 10% and 2% PE in 50 years (return period of500 years and 2500 years) in bedrock are 0,2 g – 0,4 g and 0,45 g – 0,65 g. This result is higher than result fromRevison of Earthquake Maps of Indonesia SNI-03-1726-02 (2010) and show that East Java is including area withdetermine middle to high seismic hazardKeywords: PGA, PSHA, Seismic Hazard AnalysisABSTRAKPenelitian mengenai prediksi dari resiko bahaya gempa (seismic hazard) di Indonesia telah banyak dilakukan,tetapi untuk detail analisis untuk setiap wilayah perlu dilakukan kajian lebih lanjut. Jawa Timur merupakan salahsatu wilayah yang cukup sering terjadi gempabumi, oleh karena itu penelitian mengenai analisis seismic hazardsecara mendetail penting sebagai langkah awal mitigasi bencana. Tujuan penelitian ini adalah untukmenghasilkan peta kontur PGA (peta hazard) wilayah Jawa Timur untuk probabilitas terlampaui 10% dan 2%dalam 50 tahun (gempa 500 dan 2500 tahun) sebagai upaya mitigasi bencana gempabumi tektonik di wilayahJawa Timur. Analisis ini menggunakan bantuan program PSHA 2007 dari USGS. Data yang digunakan dalampenelitian ini adalah data katalog kejadian gempabumi periode tahun 1914 sampai 2015, pada area 109oBT -116oBT dan 6oLS – 12oLS. Hasil studi ini berupa peta PGA Nilai hazard pada kondisi PGA (T = 0,0 detik) untuk10% PE 50 tahun yaitu 0,2 g – 0,4 g dan untuk 2% PE 50 tahun 0,4 g – 0,65 g. Hasil ini lebih tinggi dari hasil Petagempa Indonesia SNI-03-1726-02 revisi (2010) dan menunjukkan bahwa Jawa Timur merupakan daerah dengantingkat kerawanan bencana gempabumi dengan kategori sedang sampai tinggi.Kata kunci: Analisis seismic Hazard, PGA, PSHA

ANALISIS PENGGUNAAN WIND TOWER DAN SOLAR CHIMNEY SEBAGAI SOLUSI PENGHAWAAN ALAMI DI DAERAH ISTIMEWA YOGYAKARTA M. Nur Amin S
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 12, No 1 (2016): Mei
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThe objective of this paper to find solution of natural ventilation use wind tower and solar chimney based on windpotentials in Special Region of Yogyakarta. The method that was used was analyze wind tower and solar chimneymodel based on secondary data such as the result of documentation from The Meteorology, Climatology andGeophysics. The result of the analysis were (1)the most ideal dimension of wind tower with 6 m high,2 m long and1 m wide, while of solar chimney with 6 m high, 2 m long and 0,55 m wide. (2)the wind tower material usestyrofoam concrete while for solar chimney use steel/concrete with glaze for facade and head use aluminium.(3)the head direction of wind tower orientate south and southwest while head direction of solar chimney distancethe direction of wind tower head orientate north and northeast.Keywords: Model, Wind Tower, Solar ChimneyABSTRAKTujuan penulisan paper ini adalah untuk mengetahui solusi penghawaan alami menggunakan wind tower dansolar chimney berdasarkan potensi angin yang ada di Daerah Istimewa Yogyakarta. Metode yang digunakanadalah menganalisis model wind tower dan solar chimney dengan menggunakan data sekunder yang berupahasil dokumentasi Badan Meteorologi, Klimatologi dan Geofisika. Hasil analisis yang didapatkan yakni (1)dimensiyang paling ideal untuk wind tower adalah dengan tinggi 6 m, panjang 2 m dan lebar 1 m sedangkan untuk solarchimney adalah dengan tinggi 6 m, panjang 2 m dan lebar 0,55 m. (2)material penyusun wind tower berupa betonstyrofoam sedangkan untuk solar chimney berupa logam/beton dengan fasad berupa kaca dan headmenggunakan aluminium. (3)arah head wind tower menghadap selatan dan barat daya sedangkan arah headsolar chimney membelakangi arah wind tower yakni utara dan timur laut.Kata Kunci: Model, Wind Tower, Solar Chimney

STUDI PENGARUH KUALITAS LINGKUNGAN GEOFISIK TANAH TERHADAP KERUSAKAN RUAS JALAN POLISI MILITER - JALAN KEJORA Deasi D. A. A. Daud
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 12, No 1 (2016): Mei
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThis study aims to (1) identify the environmental quality factors that affect the damage geophysical ground segment ofthe Polisi Militer Road-Kejora Road, (2) determine the level of damage suffered by the Polisi Militer Road-KejoraRoad. Techniques of data analysis in this study using quantitative and descriptive approach to laboratory testing, thusyielding information on the condition of the quality of ground geophysical sections Polisi Militer Road-Kejora Road ofthe physical and mechanical properties of the soil base/subgrade road is the carrying value of Soil, Soaked CBR ,plasticity index etc.. The results of research and laboratory testing results indicate the nature of the physicalcharacteristics of soil / Subgrade in road sections Polisi Militer Road – Kejora Road type organic clay is expansive andbased on specific gravity and water content, poorly graded with a percentage of average soil grain pass # 200 sieve(0.075 mm) 88.28% 35% of assessment as the basis of moderate to poor soil that is not suitable for use as roadSubgrade (AASHTO and USCS Classification), the average specific gravity of 2.59, based on the presentation ofitems and the value of PI (Plasticity Index) 26, 94% 25%, Liquid Limit (LL) 53,83% 50% and plastic limit (PL)26.90% 30% so that the soil on the basis segments Polisi Militer Road–Kejora Road in the category of organic claywith high plasticity properties so it is likely to expand and contract very high and enter the Soil of A-7-6. Based on thetesting of mechanical properties of soil such roads can not be used as Subgrade way it is because the value oflaboratory Soaked CBR values showed 0.69% 5% and the value of DDT (Soil Capability) of 1.38 4.8 with apresentation of the development of 8.40%. Amount of rainfall that occurred in the study area varies, based on rainfallanalysis shows that the areas of research include climate type F (dry). From the results of research conducted by thewriter, the writer offers the response to the damage that occurs in the case of Polisi Militer Road-Kejora Road is toimprove the technique.Keywords: Geophysics Soil, Road.ABSTRAKPenelitian ini bertujuan untuk (1) mengidentifikasi faktor-faktor kualitas lingkungan geofisik tanah yang mempengaruhikerusakan ruas Jalan Polisi Militer – Jalan Kejora, (2) mengetahui tingkat kerusakan yang terjadi pada ruas JalanPolisi Militer-Jalan Kejora. Teknik analisa data dalam penelitian ini menggunakan pendekatan deskriptif kuantitatif danpengujian laboratorium, sehingga menghasilkan informasi kondisi kualitas geofisik tanah pada ruas Jalan PolisiMiliter-Jalan Kejora berupa sifat fisik dan sifat mekanis tanah dasar/subgrade ruas jalan tersebut yaitu nilai dayadukung tanah, CBR soaked, Indeks Plastisitas dll. Hasil penelitian dan hasil pengujian laboratorium menunjukan sifatkarakteristik fisik tanah/Subgrade pada ruas Jalan Polisi Militer-Jalan Kejora berjenis tanah lempung organik sertabersifat ekspansif berdasarkan berat jenis dan kadar air, bergradasi buruk dengan persentase rata-rata butir tanahlolos saringan #200 (0,075mm) 88,28% 35% penilaian sebagai tanah dasar sedang sampai buruk sehingga tidakcocok digunakan sebagai Subgrade jalan (Klasifikasi AASHTO dan USCS), berat jenis rata-rata 2,59, berdasarkanpresentasi butir dan nilai PI (Indeks Plastisitas) 26,94% 25%, Batas Cair (LL) 53,83% 50% dan Batas Plastis (PL)26,90% 30% sehingga tanah dasar pada ruas Jalan Polisi Militer-Jalan Kejora masuk dalam kategori tanahlempung organik dengan sifat plastisitas tinggi sehingga kemungkinan untuk mengembang dan menyusut sangattinggi dan masuk kelompok tanah A-7-6. Berdasarkan pengujian sifat mekanik tanah ruas jalan tersebut tidak dapatdigunakan sebagai Subgrade jalan hal tersebut dikarenakan nilai CBR Soaked laboratorium menunjukan nilai 0,69% 5% dan nilai DDT (Daya Dukung Tanah) sebesar 1,38 4,8 dengan presentasi pengembangan sebesar 8,40%. Jumlah curah hujan yang terjadi pada daerah penelitian bervariasi, berdasarkan data analisa curah hujanmenunjukan bahwa daerah penelitian termasuk tipe iklim F (kering). Dari hasil penelitian yang dilakukan oleh penulismaka penulis menawarkan upaya penanggulangan kerusakan yang terjadi pada kasus Jalan Polisi Militer-JalanKejora adalah dengan perbaikan secara teknik.Kata Kunci: Geofisik tanah, Jalan.

UPAYA MENINGKATKAN KUAT GESER TANAH LEMPUNG DENGAN MEMANFAATKAN LIMBAH PLASTIK Endaryanta, Dian Eksana Wibowo
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 12, No 1 (2016): Mei
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThe objectives of this study was to determine: (1) the effect of the addition of plastic waste ofmineral watercontainers (in some variations and percentages) to qu (the value of unconfined compressive strength) of clay, (2)the effect of the addition of the plastic waste to φ (the shear strength) of clay, (3) the effect of the addition of theplastic waste to c (the adhesiveness) of clay. This study applied anexperiment method. The plastics were cut intothe sizes of 1x1 cm and 1x0,5 cm, then they were mixed in the clay, compacted, and then tested. Theclaysamples were taken from Wates (Jl. Wates km 7) Kulonprogro and Kasongan Bantul at a depth of -0.20 m. Theplastic waste used was the mineral water container (PET plastic). The results showed that the addition of plasticwaste ofmineral water containers: (1) raises the value of qu (unconfined compressive strength) of the clay fromWates with 1% - 2% of plastics and the clay from Kasongan with 1% of plastics (2) raisesthe shear strength φ, ifthe level of plastics was 1% - 3% in the clay from Wates and Kasongan but if only the plastics were cut into smallpieces (c) decreases the adhesion, unless the plastic were in small sizes at the level of 3% (clay from Wates) andif the plastics were in large size (clay from Kasongan).Keywords: clay, plastic waste, unconfined compressive strengthABSTRAKPenelitian ini bertujuan untuk: (1) mengetahui pengaruh penambahan potongan limbah plastik wadah air mineral(pada beberapa variasi dan persentase) terhadap qu (nilai kuat-tekan-bebas) tanah lempung, (2) mengetahuipengaruh penambahan potongan limbah plastik terhadap φ (sudut kuat geser) tanah lempung, (3) mengetahuipengaruh penambahan potongan limbah plastik terhadap c (lekatan) tanah lempung.Penelitian ini menggunakanmetode Eksperimen. Limbah plastik dipotongukuran 1x1 (cm) dan 1x 0,5 (cm) kemudian dicampurkan pada tanahlempung, dipadatkan, lalu diuji kuat tekan bebasnya. Sampel lempung diambil dari Wates (Jl. Wates km 7)Kulonprogo dan Kasongan Bantul pada elevasi -0,20 m. Limbah Plastik menggunakan bekas wadah air mineral(plastik jenis PET).Hasil penelitian menunjukkan bahwa penambahan potongan limbah plastik ukuran tersebutpada lempung dapat: (1) menaikkan nilai qu (kuat tekan bebas) tanah pada kadar plastik 1%-2% lempung Watesdan kadar plastik 1% pada lempung Kasongan(2) menaikkan sudut-kuat-geser φ jika kadar plastik 1%-3%lempung Wates dan Lempung Kasongan tetapi hanya jika plastiknya dipotong kecil (c) menurunkan lekatan,kecuali jika potongan plastik ukurannya kecil pada kadar plastik 3% (lempung Wates) dan jika potongan plastikukurannya besar (lempung Kasongan).Kata kunci: lempung, limbah plastik, tekan bebas

UPAYA PENGENDALIAN GERUSAN DI SEKITAR ABUTMEN JEMBATAN Lutjito Sudiyono AD
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 12, No 1 (2016): Mei
Publisher : Universitas Negeri Yogyakarta

The research aims to know the influence of abutment cover on scouring process, depth and change of bedconfiguration around abutment. The research is carried out by experiment in hydraulic laboratory of civil andplanning departement at Yogyakarta state university. Esperiments are conducted for three point of abutment andthree different distance of the abutment, namely 0,25 h, 0,5 h and 0,75 h. The result showed that using coverplate can decrease scour depth efectively at the upstream of abutment (A), middle of abutment (B) and thedownstream of abutment (C). The result showed a maximum efficiency of 63,3 % in scour reduction for 0,25 hlong distance of cover plate for point A, 35 % and 50 % in scour reduction for 0,75 h for point B and point C .The expereiment show that using double plate cover where distance 0,75 h is more efective than 0,25 h and0,5 h.Keywords: abutment, scouring, cover plate Penelitian ini bertujuan untuk mengetahui pengaruh penggunaan plat pelindung abutmen terhadap prosesgerusan, kedalaman gerusan dan perubahan konfigurasi dasar di sekitar abutmen jembatan. Penelitian inidilakukan di laboratorium Hidrolika Jurusan Pendidikan Teknik Sipil dan Perencanaan Fakultas TeknikUniversitas Negeri Yogyakarta. Percobaan dilakukann untuk 3 posisi plat dari abutmen masing dan dengan 3jmacam jarakmasing-masing 0,25 h, 0,5 h dan 0,75 h. Hasil penelitian menunjukkan bahwa penggunaan platpelindung mampu menurunkan kedalaman gerusan secara efektif pada bagian hulu, tengah dan hilir abutmen.Hasil penelitian menunjukkan bahwa efisiensi gerusan maksimum terjadi sebesar 63,3 % untuk jarak plat 0,25 huntuk titik A, 35 % dan 50 % pada jarak plat 0,75 h untuk titik B dan titik C . Hasil pengujian jugamenunjukkan bahwa penggunaan plat ganda dengan jarak 0,75 h lebih efektif daripada pada jarak plat 0,25 hand 0,5 h.

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

KAJIAN ESTETIKA BENTUK PADA FASADE PERUMAHAN REAL ESTATE DI YOGYAKARTA Suparno Sastra M
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 12, No 1 (2016): Mei
Publisher : Universitas Negeri Yogyakarta

Technology in construction and building materials was instrumental in the development of the design andperiodization of architectural style. Particularly in housing, development in the physical infrastructure of housingsuch as real estate building in various housing complexes in Yogyakarta already generated diversity in facadedesign and various types of the arrangement of architectural elements that are very phenomenal. Therefore, thisstudy is so important and necessary to conduct in order to (a) find out the principles of the arrangement ofarchitectural elements in real estate building facade, and (b) describe the identification of the architecturalelements forming a configuration of real estate building façade. The study used an explorative method forexploration on field and made a qualitative analysis to find the facts. Areas of the study include the four residentialreal estate locations in Sleman Regency, Yogyakarta province. The study was conducted in the housings ofGejayan Puri Indah, Casa Grande, Bale Hinggil Residence, and Hyarta Residence. The samples were standardtypebuildings, because it is expected to maximally represent diversity in housing design in the residentiallocations. The unit of analysis was building facades on four residential locations. Parameters of the architecturalelements of the facade were roof, walls, columns, openings, main entrance, terrace and balcony, andornamentation. The arrangement of residential building facade elements was studied on the bases of symmetry,articulation, visual proportion, and horizontal-vertical direction. The results of the study were: first, the symmetry ofa residential building facade shows an asymmetric tendency because of aesthetic considerations and theprinciples of construction as well as the intention to maximize a selling point. Second, all the building facades inthe four residential locations have the strong articulation with focus on main entrance, terrace and balcony, railing,balcony and roof ornamentation as the main elements forming the facade articulation. Third, the visual proportionof facade was found to have more balanced tendency between roof and building body. Fourth, the facades ofresidential buildings have mostly had balanced horizontal-vertical directions because the height of building wasalmost equal to the width of the building and the arrangement of horizontal-vertical architectural elements formingthe facade was averagely composed in a balanced manner.

PEMANFAATAN ABU ENCENG GONDOK DAN PENGARUHNYA TERHADAP KARAKTERISTIK BATAKO Nur Aisyah Jalali, Khairil
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 12, No 1 (2016): Mei
Publisher : Universitas Negeri Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21831/inersia.v12i1.10345

ABSTRACTThis study aims to utilize water hyacinth in the manufacture of concrete blocks and add insight about technologyash bricks using water hyacinth as an added ingredient. Test specimen in the form of brick or concrete hollowbrick measuring 40x20x10 cm made from a mixture of cement, sand and water with the composition 1: 4 (ratio byvolume). Ingredients added in the form of ash water hyacinth (AEG) drying and firing the result of water hyacinthstems. Variations of the test specimen consists of a brick without AEG, AEG and adobe with the addition of up to25% every 5% increase in the volume of semen. The test includes examining the size, the compressive strengthtesting, and water absorption adobe. The measurement results showed that the length, width, and thickness ofbrick still within the limits allowed for all specimens. The test results an average compressive strength of concreteblocks shows that the higher the levels of AEG, the average compressive strength of concrete blocks began todecline. Based Research and Development Infrastructure (2003b), brick by AEG level of 5% into the quality of III,the levels of 10% and 15% included in the grade IV, while levels of 20% and 25% are not included in allcategories. The test results of water absorption in the brick does not show a regular trend. According to theResearch and Development Infrastructure (2003b), brick on all variations are included in all of the quality due tomoisture absorption that occurs less than 25% (quality I) and 35% (quality II).Keywords: hyacinth, brick, size, compressive strength,water absorptionABSTRAKPenelitian ini bertujuan untuk memanfaatkan enceng gondok pada pembuatan batako dan menambah wawasantentang teknologi batako yang menggunakan abu enceng gondok sebagai bahan tambah. Benda uji berupabatako atau bata beton berlubang berukuran 40x20x10 cm yang dibuat dari campuran semen, pasir, dan airdengan komposisi 1:4 (perbandingan volume). Bahan tambah berupa abu enceng gondok (AEG) hasilpengeringan dan pembakaran batang enceng gondok. Variasi benda uji terdiri atas batako tanpa AEG, danbatako dengan penambahan AEG hingga 25% setiap kenaikan 5% terhadap volume semen. Pengujian meliputipemeriksaan ukuran, pengujian kuat tekan, dan penyerapan air batako. Hasil pengukuran menunjukkan bahwaukuran panjang, lebar, dan tebal batako masih berada dalam batas yang diperkenankan untuk semua benda uji.Hasil pengujian kuat tekan rata-rata batako menunjukkan bahwa semakin tinggi kadar AEG, maka kuat tekanrata-rata batako semakin turun. Berdasarkan Balitbang Kimpraswil (2003b), batako dengan kadar AEG 5%masuk dalam mutu III, kadar 10% dan 15% masuk dalam mutu IV, sedangkan kadar 20% dan 25% tidak masukdalam semua kategori. Hasil pengujian penyerapan air dalam batako tidak menunjukkan tren yang teratur.Menurut Balitbang Kimpraswil (2003b), batako pada semua variasi tidak masuk dalam semua mutu karenapenyerapan air yang terjadi kurang dari 25% (mutu I) dan 35% (mutu II).Kata kunci: batako, enceng gondok, kuat tekan, penyerapan air, ukuran

PERBANDINGAN EFEKTIVITAS BANK SAMPAH DI KOTA BANDUNG DAN KOTA YOGYAKARTA M. Agphin Ramadhan
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 12, No 1 (2016): Mei
Publisher : Universitas Negeri Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21831/inersia.v12i1.10356

ABSTRACTWaste is a problem that occurs in almost all major cities in Indonesia. Waste management could not beaddressed optimally both by society and the local government. Bank of waste is one of the media community inapplying the principles of the 3R (Reduce, Reuse, Recycle) which is expected to reduce waste in theenvironment. However, how the effectiveness of the waste bank. This study will present a comparison of theeffectiveness of waste bank in Bandung and Yogyakarta (Case Study Citizens Bank Manglayang Waste andWaste Bank ASRI which can later be used as a lesson for waste banks that have operational or will beestablished.Keywords: Bandung, community, Yogyakarta, waste bankABSTRAKSampah merupakan masalah yang terjadi di hampir semua kota besar di Indonesia. Pengelolaan sampah belumbisa diatasi secara maksimal baik oleh masyarakat maupun Pemerintah Daerah setempat. Bank sampahmerupakan salah satu media masyarakat dalam menerapkan prinsip 3R (reduce, reuse, recycle) yang diharapkandapat mengurangi sampah di lingkungan sekitar. Namun, bagaimana keefektifitasan bank sampah. Penelitian iniakan menyajikan perbandingan efektivitas bank sampah di Kota Bandung dan Yogyakarta (Studi Kasus BankSampah Wargi Manglayang dan Bank Sampah ASRI yang nantinya dapat dijadikan pelajaran bagi bank sampahyang telah beroperasional maupun yang akan berdiri.Kata kunci: Bandung, Bank Sampah, Masyarakat, Yogyakarta

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Home Page

OAI Link

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Reviewer

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Abstract

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Contact Name
-

Contact Email
-

Phone
-

Journal Mail Official
-

Editorial Address
-

Location
Kab. sleman,

Daerah istimewa yogyakarta

INDONESIA