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All Journal Jurnal Online Mahasiswa (JOM) Bidang Kedokteran Sultra Civil Engineering Journal (SCiEJ)
Randa Pratama
Unknown Affiliation
Civil Engineering, Building, Construction & Architecture Medicine & Pharmacology Transportation

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PERBANDINGAN JUMLAH KASUS POSTDURAL PUNCTURE HEADACHE PADA PASIEN PASCA SECTIO CAESAREA DENGAN ANESTESI SPINAL MENGGUNAKAN JARUM TIPE QUINCKE 25G DAN 26G DI RSUD ARIFIN ACHMAD Randa Pratama; R. Sutantri EP; Siti Mona Amelia.L
Jurnal Online Mahasiswa (JOM) Bidang Kedokteran Vol 1, No 1 (2014): Wisuda Februari Tahun 2014
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Kedokteran

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Abstract

Postdural Puncture Headache (PDPH) is an iatrogeniccomplication from spinal anesthesia caused by puncture or laceration fromduramater which leads to leakage of cerebrospinal liquor (LCS). Manyfactors to influence the incidence of PDPH one of which is the size ofspinal needle. The purpose of this research to know comparison theincidence of PDPH between Quincke 25G and 26G in patients with postsectio caesarea. In this cohort analytic study, 68 consecutive patients withpost sectio caesarea under spinal anaesthesia accordance to the inclusiveand exlusive criteria were included. Incidence of PDPH in the Quincke25G needle is 4 repondents (11,8%) and the 26G Quincke is 2 respondents(5.9%). With the most common sites of pain on Frontooccipital, andseverity were assessed using the Visual Analogue Scale (VAS). The resultsof this research showed that no significant relationship between the size ofthe spinal needle with the incidence of PDPH in sectio caesarea patient atthe Arifin Achmad Hospital.Keyword : Post Dural Puncture Headache, PDPH, Comparison TheIncidence of PDPH, Quincke 25G, Quincke 26G, Spinalanaesthesia
Evaluasi Geometrik Jalan Pada Ruas Lanosangia – Wantulasi Kab. Buton Utara (Sta. 2+600 – 5+000) Lakawa, Irwan; Makmur, Muzammil; Pratama, Randa
Sultra Civil Engineering Journal (SCiEJ) Vol 7 No 1 (2026): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v7i1.1490

Abstract

This study is entitled “Geometric Evaluation of the Lanosangia–Wantulasi Road Section, North Buton Regency (Sta. 2+600–5+000).” Land transportation plays a strategic role in supporting economic growth; therefore, road geometric design must meet technical standards to ensure safety and comfort. This study addresses the issue that several road segments do not fully comply with geometric standards, particularly in terms of sharp curves and steep gradients. The objective of this research is to evaluate the existing geometric conditions, including horizontal alignment, vertical alignment, and cross-sections, based on the Guidelines for Geometric Design of Roads (PDGJ 2021) issued by the Directorate General of Bina Marga. A quantitative descriptive method was applied by comparing field data with applicable standards. Primary data were collected through field surveys using Geodetic/RTK measurements, while secondary data were obtained from related agencies. Data analysis was conducted using Digital Application Road to model alignments and calculate geometric parameters. The results show that the horizontal alignment consists of Spiral–Circle–Spiral (SCS) and Full Circle (FC) curves. Several vertical alignment segments have gradients exceeding 10%, although the overall terrain is classified as flat. The Stopping Sight Distance (SSD) meets safety standards. However, not all geometric elements comply with PDGJ 2021. This study provides recommendations to optimize road design qualit.
Co-Authors Lakawa, Irwan Makmur, Muzammil R. Sutantri EP Siti Mona Amelia.L