Discussion on the Improvement of Technical Safety Scheme Compilation for Hazardous and Ultrahazardous Projects

This paper reviews the summary and analysis of special technical safety schemes for hazardous and ultrahazardous activities, supported by housing scaffolding, installation, and dismantling of outer wall attached tower crane, deep foundation pit with supporting structure, municipal bridge box girder formwork support, as well as grooved Larsen steel sheet pile, which are commonly seen in recent years, so as to enhance the pertinence, rationality, and economy of the special program to strengthen safety.

Study of Flood Impact Handling in Pekalongan District

The flood disaster that occurred in Pekalongan district in February 2021 was caused by the high intensity of rain for one week with rainfall >50 mm/day and the ebb and flow of sea water due to tides reaching 0.9-1.1 meters. Other problems due to flooding in Pekalongan district are change in land use, land subsidence, waste, erosion-sedimentation, as well as operation and maintenance factors. Losses due to floods cause material and building losses and traffic conditions are paralyzed. The method used in this research is primary and secondary data collection, descriptive qualitative data processing by describing understanding, research approach with field observations. Flood handling that has been carried out is by adding an emergency sliding door to the drainage, procuring a mobile water pump with a capacity of 250 liters/second, a CCSP (Corrugated Concrete Sheet Pile) embankment, rehabilitation of the Bremi River floodgate, construction of a Mrican pump house with a capacity of 8×2 m3/second, and construction of a 2,200 meter long Silempeng earthen embankment. The emergency handling that was carried out during the floods of February 2021 was the opening of the Long Storage Silempeng-Sengkarang and the preparation of sandbags and large sacks for emergency handling.

Analisis Perencanaan Sheet Pile pada Tanggul Sungai (Studi Kasus : Sungai Lungun, Sabanar Baru, Kabupaten Bulungan)

Penelitian ini dilakukan untuk mengidentifikasi penyebab longsor pada tanggul sungai. Penelitian ini bertujuan untuk mengetahui nilai faktor keamanan lereng serta merencanakan dimensional perkuatan sheet pile dan stabilitas di lereng Sungai Lungun. Pada proses analisis data, peneliti menggunakan Metode Fellenius untuk menganalisa stabilitas lereng eksisting, prinsip perancangan turap di angker yang terletak pada tanah kohesif dengan metode ujung bebas, dan juga dengan bantuan program teknologi komputer yaitu program aplikasi Plaxis. Dari hasil analisis dan perhitungan, diperoleh kesimpulan bahwa nilai faktor keamanan pada lereng Sungai Lungun dengan menggunakan perhitungan manual Metode Fellenius diperoleh nilai sebesar 1,470 sedangkan hasil perhitungan dengan menggunakan program bantu Plaxis 2D V.8.2 didapatkan nilai factor keamanan sebesar 1,1092. Untuk solusi penanggulangan longsor lereng Sungai Lungun, ukuran dimensi perkuatan sheet pile yang diperoleh dari perhitungan yaitu menggunakan sheet pile beton tipe W-400 A 1000 dengan kedalaman 10 m ditambah dengan pengakuan angkur pada kedalaman 1 m dari permukaan tanah yang dikaitkan oleh tie rod baja Ø 7 cm sepanjang 14 m kepada blok angkur beton dengan tinggi blok angkur 1,5 m dan tebal 5 cm yang tertanam 0,5 m dari permukaan tanah, sehingga diperoleh nilai faktor keamanan yang dihitung dengan menggunakan program bantu Plaxis 2D V.8.2 sebesar 3,5814.

Analysis of Soil Pressure in Indoor Model Test of H-Typed Prestressed Concrete Bank Protection Pile

In order to explore the distribution of soil pressure on the side of the pile and the bending moment of the pile body during the excavation and pile loading stages of the H-shaped prestressed concrete piles, three groups of indoor scaled model tests with prestressed rectangular piles and with or without prestressed H-shaped piles were carried out, and the test results shows that the lateral earth pressure on both sides of the sheet pile has the same trend as the static earth pressure calculation value when it is not excavated, but the measured earth pressure at different depths is always lower than the static earth pressure calculation value; in the excavation stage, the H-shaped prestressed pile lateral soil pressure on the side of the pile excavation is less than that of the rectangular sheet pile and the unprestressed H-typed pile.