Nilam Sry Putri, Vhalentio Pakombong, Reinaldo Item

ANALISIS AYAKAN TERHADAP SAMPEL TANAH PADA WILAYAH KADUN JAYA KM. 9 MIMIKA-PAPUA TENGAH

Introduction

Analisis ayakan terhadap sampel tanah pada wilayah kadun jaya km. 9 mimika-papua tengah. Pelajari analisis ayakan sampel tanah di Kadun Jaya, Mimika-Papua Tengah. Penelitian ini menentukan ukuran butir gravel, pasir, dan lempung untuk kebutuhan teknik sipil.

Abstract

Untuk mendapatkan kualitas tanah yang baik makan di lakukannya pengujian analysis ayakan. Pengujian analysis ayakan dapat di lakukan dengan bantuan Shieve Shaker atau bisa juga dengan cara shieve manual.Pada penelitian studi analysis ayakan dengan metode ASTM 422 menggunakan alat Shieve Shaker pada pengujian sempel tanah terhadap wilayah KM.9 Kampung Kadung Jaya.Tujuan dari peneitian ini adalah untuk mengetahui ukuran butir pada masing-masing ayakan dengan menggunakan alat Shieve Shaker sebagai keperluan pekerja sipil. Penelitian ini di lakukan pada bulan maret - mei 2024 pengolahan data ini di lakukan pada PT. SUCOFINDO Cabang Timika. Dari hasil penelitian yang di lakukan oleh penulis maka di ketahui  bahwa pada kerikil (Gravel ) 0,09% pasir (sand) 35,46% sedangkan lumpur atau tanah liat (silit & clay) 64,45.

Review

The paper titled "ANALISIS AYAKAN TERHADAP SAMPEL TANAH PADA WILAYAH KADUN JAYA KM. 9 MIMIKA-PAPUA TENGAH" presents a study on the particle size distribution of soil samples from the Kadun Jaya area, Mimika, Central Papua. The primary objective is to characterize the soil's grain size for civil engineering applications, employing sieve analysis as per the ASTM 422 method using a Shieve Shaker. The abstract concisely outlines the study's scope, including the location, methodology, and the key findings regarding the percentages of gravel, sand, silt, and clay. A key strength of this study lies in its focused objective to provide practical soil characterization data for a specific geographic region, which can be valuable for local civil engineering projects. The use of a standard method (ASTM 422, presumably D422) and laboratory equipment (Shieve Shaker) from a reputable firm (PT. SUCOFINDO) suggests a degree of methodological rigor. However, the abstract could benefit from greater detail. For instance, while ASTM 422 is mentioned, the specific sieve sizes used are not detailed, nor is the complete procedural outline. Furthermore, the practical implications of the reported grain size distribution (0.09% gravel, 35.46% sand, 64.45% silt & clay) for civil engineering applications are not elaborated within the abstract. Connecting these findings directly to their relevance for foundation design, material suitability, or potential geotechnical challenges would significantly enhance the abstract's impact. Overall, this paper addresses a relevant topic with direct practical applications, particularly for regional infrastructure development. To elevate its scientific contribution and clarity for a broader audience, the authors are strongly encouraged to expand the methodology section, providing explicit details of the experimental setup and the full ASTM standard reference (e.g., ASTM D422). More importantly, the discussion and conclusion sections should extensively interpret the results, linking the determined grain size distribution to specific civil engineering properties or design considerations. A more formal and academic tone throughout the manuscript, including the abstract, would also be beneficial. With these enhancements, the paper has the potential to be a valuable resource for engineers and researchers interested in the geotechnical properties of soils in Central Papua.

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