Claim Missing Document
Check
Articles

Found 3 Documents
Search

Strengthening of the Basic Soil (Sub Grade) of the Road Using Galam Piles Muhammad Suhaimi; Sofwan Hadi; Ahmad Rizani; Salmani; Fentasia, Detta Tianida Fentasia; Abdul Hafizh Ihsani
Jurnal Multidisiplin Madani Vol. 3 No. 5 (2023): May, 2023
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/mudima.v3i5.2948

Abstract

Banjarmasin City is situated on an alluvial soil type characterized by clay structures with a relatively low soil carrying capacity; hence, soil stabilization is required. The soil is stabilized using a variety of techniques. Stabilization techniques include using geotextiles, columns, sand stabilizing the soil itself, and stabilizing concrete mix. Implementation at the existing project site is stability stable pending catastrophe. In order the soil's carrying capacity, a depression is created at a predetermined distance beneath the soil, which is generally soft. The method of implementation utilized to assist in the preparation of this research includes data collecting and analysis of the obtained results. This evaluation's data sources consist of secondary data and data processing. By utilizing a static living load of 22.68 tons and the results of the calculation, it is determined that the load acting on the road construction is 33.2415 tons. The Schmertmann- Nottingham technique (1975) yielded a Qult Single of 1.245 and a Qgroup permit of 10.27 tonnes for the carrying capacity of the Galam woodGalam with a pile depth of 5 meters
Flexible Pavement Design Analysis Using Bina Marga 2017 Method for the Road Section from Banjang-Pulau Nyiur to Batu Mandi, Hulu Sungai Utara Rezky Anisari; Ria Adriyati; Abdul Hafizh Ihsani
Jurnal Multidisiplin Madani Vol. 3 No. 8 (2023): August, 2023
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/mudima.v3i8.5625

Abstract

The Banjang, Pulau Nyiur, Batu Mandi road is one of the provincial roads in South Kalimantan located in the Hulu Sungai Utara. This road falls under the jurisdiction of the South Kalimantan Provincial Government and has a total length of 12.5 km. Some parts of this road still lack asphalt pavement, and there are plans for future improvements to enhance driving comfort and facilitate inter-regional transportation. Therefore, there is a need for appropriate pavement thickness planning that aligns with the field conditions and regulations. This study employs the flexible pavement thickness planning method according to the Bina Marga 2017 guidelines, with a design life of 20 years and a traffic growth rate of 3.5%. The surface thickness planning utilizes Asphalt Concrete (AC) with a wearing course (AC WC), and an AC Base layer with LPA Class A aggregate gradation. The results of this study indicate that the calculated flexible pavement thickness using the Bina Marga 2017 method is 58 cm, comprising a 10 cm AC WC layer, an 18 cm AC Base layer, and a 30 cm LPA Class A aggregate layer
Projection of Clean Water Needs for Bandarmasih City Water Utility (PDAM) in Banjarmasin City, in the Banjarmasin Tengah Sub-district, for the Year 2031 Adriani Muhlis; Abdul Khaliq; Faryanto Effendie; Fakhrurrazi; Fitriani Hayati; Abdul Hafizh Ihsani
Jurnal Multidisiplin Madani Vol. 3 No. 8 (2023): August, 2023
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/mudima.v3i8.5667

Abstract

The geographical situation of Banjarmasin City, which partly supports the availability of clean water for the community, is crucial considering the primary needs of the people by utilizing natural resources that are expected to fulfil the community's demand for clean water. The need for clean water must be met for the entire population of Banjarmasin, including the Banjarmasin Tengah Sub-district, a district in Banjarmasin, South Kalimantan Province, with an area of 6.66 km2 and a population of 91,780 people. The research method for preparing this report includes field surveys, collecting primary and secondary data, and conducting population projection calculations. A literature review was conducted by gathering, reading, and studying relevant sources such as journals and books necessary to conduct this research. Based on the analysis and discussion results, it can be concluded that the projected loss of clean water in the year 2031, assuming a standard rate of 36 L/s, is significant. The projected demand for clean water in the service area of the Central Banjarmasin branch of the PDAM in the projection year 2031 is approximately 215 L/s