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All Journal Jurnal Surya Masyarakat Jurnal Teknik Indonesia
Astuti, Meilinda Dewi
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Religion Humanities Civil Engineering, Building, Construction & Architecture Engineering Environmental Science Public Health Transportation

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Produk Kreasi Tali Kur sebagai Sarana Peningkatan Produktifitas Ibu Rumah Tangga Indarti, Fitri Dwi; Hardianningrum, Ratna; Astuti, Meilinda Dewi; Dewi, Clarisa Isnaini Aulia
Jurnal Surya Masyarakat Vol 7, No 1 (2024): November 2024
Publisher : Universitas Muhammadiyah Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26714/jsm.7.1.2024.145-149

Abstract

The Community Association 02 area of Kelurahan Gisikdrono has 1,097 residents with 353 households. The number of female residents is 531 people, most of whom are housewives who work at home and are active in PKK activities. Through the PKK movement, housewives can strengthen the family to improve welfare. One of the reasons women work is to support the family economy. The weakness of the family economy makes housewives involved in increasing family income by looking for additional income by working for wages. In the context of efforts to improve the family economy, housewives must improve their ability to help the family economy. Given this condition, the service team tried to encourage housewives who have a lot of unproductive time in RW 02 Gisikdrono Village to be creative to make products that have economic value. She is supported again by the Waste Bank activities that have long been carried out by housewives in RW 02 Gisikdrono Village. This macrame art can be an alternative for housewives of Community Association 02 Gisikdrono Village in producing bags, wallets, key chains, brooches, etc. to get a high selling value of goods by combining the utilization of used goods in Waste Bank activities.
ANALISIS LALU LINTAS TERHADAP KAPASITAS JALAN DIPONEGORO UNGARAN Zubet, Muhammad Asin; Al Mukarom, Su'udi; Astuti, Meilinda Dewi
Jurnal Teknik Indonesia Vol 6, No 1 (2025): JTI (Jurnal Teknik Indonesia)
Publisher : Universitas Darul Ulum Islamic Centre Sudirman GUPPI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61689/jti.v6i1.738

Abstract

Kapasitas jalan dapat diartikan sebagai kemampuan suatu ruas jalan dalam menampung arus lalu lintas secara optimal dalam kurun waktu tertentu, yang umumnya dinyatakan dalam jumlah kendaraan yang melintas per jam pada titik tertentu. Tujuan dari penelitian ini adalah untuk mengevaluasi kinerja lalu lintas pada suatu ruas jalan melalui penghitungan volume kendaraan yang melintas, kondisi geometrik jalan, serta kondisi lingkungan sekitar. Studi ini difokuskan pada ruas Jalan Diponegoro di wilayah Ungaran, dengan tujuan utama menghitung kapasitas dan tingkat pelayanannya. Pengumpulan data dilakukan melalui survei lapangan yang dilaksanakan pada pukul 06.00 hingga 18.00, dengan data utama berupa volume lalu lintas. Analisis data mengacu pada Pedoman Kapasitas Jalan Indonesia (PKJI) tahun 2023, dengan derajat kejenuhan (DS) digunakan sebagai indikator utama perilaku arus lalu lintas. Hasil pengolahan data menunjukkan bahwa kapasitas jalan dari arah Ungaran menuju Semarang mencapai 2.968 smp/jam, dengan volume lalu lintas sebesar 1.596 smp/jam dan nilai DS sebesar 0,54. Hal ini menunjukkan tingkat pelayanan kategori C, yaitu kondisi arus lalu lintas masih stabil dan kecepatan kendaraan dapat dikendalikan oleh kondisi lalu lintas. Sementara itu, untuk arah sebaliknya, yaitu dari Semarang ke Ungaran, kapasitas jalan juga sebesar 2.968 smp/jam dengan volume lalu lintas mencapai 1.662 smp/jam, menghasilkan DS sebesar 0,56 yang juga termasuk dalam kategori tingkat pelayanan C, dengan karakteristik arus lalu lintas yang serupa.
ANALISA GEOTEKNIK PADA TANAH LUNAK PADA LONGSORAN TANGGUL SUNGAI TUNTANG Mukarom, Su’udi Al; Astuti, Meilinda Dewi
Jurnal Teknik Indonesia Vol 4, No 2 (2023): JTI (Jurnal Teknik Indonesia)
Publisher : Universitas Darul Ulum Islamic Centre Sudirman GUPPI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61689/jti.v4i2.492

Abstract

Soil is a structure that chan be used as an embankment to prevent flooding in rivers and also sea eater tidal waves. Rivers are surface flows that are formed naturally or artificially and flow continuously to the sea. The condition of the soil on the river embankment is very unstable, which is directly adjacent to the irrigation canal, and the condition of the soil is very weak, causing the slope or embankment to collapse. The aim of this research is to determine soil stability analysis using the Plaxis Program Version 8.2, a geotechnical analysis program that can analyze soil stability using the finite element method which is capable of carrying out analyzes that can approximate actual behavior. Plaxis Version 8.2 provides various analyzes of displacement, stresses that occur in the soil, slope safety factors and others.The results of the analysis using the plaxis program Version 8.2 obtained maximum results. From the analysis of the Plaxis program on the construction of the Tuntang River Embankment landslide, it was found that in conditions where the soil was not repaired, it had a safety factor of 1.237 <1.5, which was smaller than the required safety factor, namely 1.5, so that the soil condition was unstable or a landslide. The condition of the soil in the channel was excavated and piled on top of the embankment, safety factor 1.105 < 1.5, this condition became worse due to the load on the embankment, the soil was strengthened by handling bamboo cerucuks to ensure that the soil did not experience movement at a distance of 0.5 m zig-zak. If a safety factor of 1.501 > 1.5, then with bamboo reinforcement the embankment can be overcome and not experience landslides.
Co-Authors Al Mukarom, Su'udi Dewi, Clarisa Isnaini Aulia Fitri Dwi Indarti Mukarom, Su’udi Al Ratna Hardianningrum Zubet, Muhammad Asin