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Pelatihan dan Uji Sertifikasi Ahli Muda Teknik Jalan dan Jembatan di Dinas Bina Marga dan Konstruksi Medan Debataraja, Semangat Marudut Tua
Journal Liaison Academia and Society Vol 1, No 2 (2021): September
Publisher : Lembaga Komunikasi dan Informasi Dosen

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (384.16 KB) | DOI: 10.58939/j-las.v1i2.196

Abstract

Tujuan dari kegiatan ini adalah membantu mensosialisasikan peran dan fungsi dari Pelatihan Uji Kompetensi Ahli Muda agar menjadi Ahli Teknik yang profesional di lapangan. Pelaksanaan kegiatan pelatihan ini dilaksanakan dengan menggunakan metode pelatihan dan Test Uji Kompetensi dimana pelaksanaan kedua metode tersebut dilakukan dengan cara : Ceramah/Pemberian Informasi, Focused Group Discussion (FGD), Simulasi dan Latihan. Hasil kegiatan pelatihan antara lain : Kegiatan yang dilakukan telah mampu membuka wawasan baru terhadap fungsi dan peran pelatihan tersebut, Pelatihan telah mampu memberikan ilmu yang bermanfaat dan memberikan kesempatan individu memperbaiki karakter (positif) sesuai dengan kompetensi yang dibutuhkan oleh seorang Teknik Sipil.Kata kunci: Pelatihan, Uji Kompetensi
Recommendations for Appropriate Design for Handling Landslides on the Slopes of the Balai River (Sei Balai), Batubara Regency Marudut Tua Debataraja, Semangat; Irawan, Agustinus Purna; Waruwu, Aazokhi
Journal of Social Research Vol. 3 No. 11 (2024): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v3i11.2258

Abstract

Sei Balai River, precisely in Nibung Hangus/Tanjung Tiram District, Batu Bara Regency, is one of the rivers in the Bah Bolon River Area (WS). Sei Balai River has experienced flooding several times and caused landslides on the riverbanks. One of the most critical locations is in Lima Beras Village, Nibung Hangus/Tanjung Tiram District, Batu Bara Regency, which has damaged the riverbanks which are feared that if not handled early, it may result in the breaking of community access roads in the mobilization and demobilization of agricultural and plantation products in the village. Based on the results of the geotechnical investigation, it was concluded that the Bearing Capacity Value of the Shallow Foundation Permit from the qc Data was obtained at No. Test. S - 1, with a depth of 5 meters, the permitted bearing capacity (Qi) was 3.8 (Ton / m2) with a square foundation width B = 1 m and No. Test. S – 2, with a depth of 5 meters, the permissible bearing capacity (Qi) is 4.53 (Ton/m2) B = 1 m