Journal of Infrastructure & Facility Asset Management

Cover Volume 5, Issue 2, August 2023

2025-07-26T03:31:14+07:00

Numerical Analysis Finite Element Method of Settlement on Soft Soil, Case Study: National Road of Bts. Kota Sidoarjo – Gempol KM 31+150, Porong, East Java
Yopi Delfian, Mahendra Andiek Maulana, Dwa Desa Warnana & Apri Artoto

Subsurface Analysis of National Road Bts. Sidoarjo City – Gempol Using Geophisycs Method and Geotechnical Tests
Indriani Rety Habsari, Mahendra Andiek Maulana, Dwa Desa Warnana & Apri Artoto

An Alternative For New Road Embankment At Belanti Ex-Plg Food Estate Area, Pulang Pisau Regency – 3 (Case Study: Sta. 4+600 – Sta. 4+910 (Segment 1) and Sta. 0+000 – Sta. 0+065 (Segment 2))
Darma Karya Dika, Noor Endah Mochtar & Riwanto Marbun

Alternative Design of Drive Pile and Floating Foundation of Bridge Structure over Soft Soil (Case Study : Muara Tahai Bridge Sta. 0+100 Kabupaten Pulang Pisau, Center Kalimantan)
Asrul Mariadi, Noor Endah Mochtar & Riwanto Marbun

Alternative Studies Abutment Structure and Bridge Oprit on Soft Soil at Belanti Food Estate Area, Pulang Pisau Regency, Central Kalimantan
(Case Study : Muara Tahai Bridge Sta. 0+100)
Asrul Mariadi, Noor Endah Mochtar & Riwanto Marbun

Closure Volume 5, Issue 2, August 2023

2025-07-26T03:44:35+07:00

Journal of Infrastructure & Facility Asset Management

Volume 5, Issue 2, A ugust 2023 (e) ISSN 2656-8896 (P) ISSN 2656-890X

JIFAM, Vol.5, Issue 1, April 2023

The Role of Tourism Infrastructure in Tourism Development: A Literature Review

Yervi Hesna, Helmi Helmi, Akhmad Suraji, Sari Lenggogeni

Effect Of Water-Fly Ash-Cement Grouting On The Clayey Subgrade Soil Characteristics of The Tuban-Babat Lamongan-Gresik National Road

Mohammad Jagad Sekar Langit, Trihanyndio Rendy Satrya, Ria Asih Aryani Soemitro, Vidi Ferdian

Evaluation and Planning of Strong and Durable Roads Due to Overloaded Vehicle (Case Study : The National Road Bts. Kab. Konawe Utara/Kab. Konawe – Pohara)

Reza Kurniawan, Indrasurya Budisatria Mochtar, Freddy Siagian

Slope Stability Assessment Using Limit Equilibrium Method With Deterministic and Probabilistic Approach (Case Study : Mota’ain-Motamasin National Road, East Nusa Tenggara, Indonesia

Muhammad Zakki, Ria Asih Aryani Soemitro, Trihanyndio Rendy Satrya, Andria Muharami Fitra

Gabion Wall Slope Stabilization for Pejagan – Prupuk Road Widening (STA 116+450)

Andhika Kesuma, Yudhi Lastiasih, Ibnu Kurniawan, Deni Wiharjito

JIFAM, Vol.5, Special Issue 1, February 2023

The Dynamics of State-Owned Assets Insurance Regulation Drafting from Regulation Theory Lens

Fakhri Nurfaiz, Taufik Raharjo

Alternative of Soil Improvement Methods on Organic Soil Using Preloading and Vertical Piles for Embankment with Varied Heights. Case Study: Construction of Batanjung Port Access Road in Pulang Pisau Regency, Central Kalimantan

Manudianto, Noor Endah, Hardy Pangihutan Siahaan

Editorial JIFAM, Volume 5, Issue 2, August 2023

2025-07-26T03:37:34+07:00

This JIFAM 5 (Issue 2) August 2023 publishes papers related to infrastructures reliability to develop the sustainable asset management for infrastructures.

As regulated in Indonesian Scientific Journal Accreditation, a Scientific Journal can publish the Supplement and Special Edition. The JIFAM Editorial Team express their gratitude to the authors who already submitted their papers for the fifth volume (Issue 2).

Reviewer Volume 5, Issue 2, August 2023

2025-07-26T03:41:24+07:00

Paper Writting Stipulation

Papers on JIFAM - The Journal of Infrastructure & Facility Asset Management Journal is regulated by general stipulation as follows.

Papers must be a real work of the author.
Papers has never been published in other media.
Papers must contain discussion about Infrastructure & Facility Asset Management.
Papers must contains a new discussion, judging based on the discussion that has been published in previous JIFAM.
The paper has to take references from Scientific Journal with minimum of 5 papers.
Paper lengths are limited in 8-16 pages.
Paper Template can be downloaded on the website http://http://iptek.its.ac.id/index.php/jifam

Scope of Topic

JIFAM accepts papers on Infrastructure & Facility Asset Management. The scope of the topic includes, but not limited to,

I & F Function
I & F Demand - Supply
I & F User Behavior
I & F Policy
I & F Planning
I & F Administration Aspects
I & F Operation System
I & F Maintenance System
I & F Evaluation Technique
I & F Disposal
I & F Economical Aspect
I & F Financial Aspect
I & F Management Organization
I & F Spatial Aspects and Environmental Aspects

Reviewer

Dr. Ir. Ria Asih A. S. M.Eng, Institut Teknologi Sepuluh Nopember (ITS), Surabaya
Trihanyndio R. S. ST., MT., D, Institut Teknologi Sepuluh Nopember (ITS), Surabaya, Indonesia
Ir.Hitapriya Suprayitno M.Eng, Institut Teknologi Sepuluh Nopember (ITS), Surabaya, Indonesia
Mahendra A. M. ST., MT., Ph.D, Institut Teknologi Sepuluh Nopember (ITS), Surabaya, Indonesia
Eko Budi Santoso, Institut Teknologi Sepuluh Nopember (ITS), Surabaya, Indonesia

An Alternative For New Road Embankment At Belanti Ex-Plg Food Estate Area, Pulang Pisau Regency – 3 (Case Study: Sta. 4+600 – Sta. 4+910 (Segment 1) and Sta. 0+000 – Sta. 0+065 (Segment 2))

2025-07-26T08:25:35+07:00

Numerical Analysis Finite Element Method of Settlement on Soft Soil, Case Study: National Road of Bts. Kota Sidoarjo – Gempol KM 31+150, Porong, East Java

2025-07-26T03:53:29+07:00

National Road of Section Bts. Kota Sidoarjo – Gempol is an important access for road users in East Java. A volcanic mud eruption, Lumpur Sidoarjo (Lusi) in 2006 impacted economic and social factors, especially the infrastructure around Lusi. Differential settlement occurs from the research site at the lowest elevation road surface (KM 31+350) near the P10.D levee. This problem affects the level of road safety. it is necessary to analyze settlement to determine the causes of land subsidence in that location. Identification of soft soil condition based on SPT data of BH-2 (west side) and BH03 (east side). Finite Element Method (FEM) numerical analysis is carried out by modeling from the levee to the main road. FEM results showed that vertical deformation (Uy) on the main road is -9,904 cm. FEM results showed that vertical deformation on the levee at 122 days consolidation is 18,27 cm. 19,30 cm vertical deformation from April 2020 – August 2020 (122 days) based on elevation measurements P10D levee’s elevation. Based on laboratory test data, BH-2 location depth >-4,45 m are soft clay conditions expect at a depth of 10,45 m which are silty sand soils. BH-3 location depth > -6,45 m are soft clay conditions. FEM results show that the embankment of the levee affects road deformation. Based on a comparison of FEM analysis with embankment deformation data, it can be used as a reference for land subsidence analysis on the road.

Alternative Design of Drive Pile and Floating Foundation of Bridge Structure over Soft Soil (Case Study : Muara Tahai Bridge Sta. 0+100 Kabupaten Pulang Pisau, Center Kalimantan)

2025-07-26T08:44:19+07:00

One of the PSN progarm is the improvement of Muara Tahai Bridge that located in Kabupaten Pulang Pisau. The existing design of the substructures uses steel piles with a diameter of 50 cm and a depth of 28 meters due to soft soil condition. After a few trial, the effective design using piles can be done with the depth 20 meter with Pmax control of 34.65 tons < P allowed for group piles of 41.81 tons. An alternative design as a substructure is using floating foundation, which is concrete foundation using floaton material in it. The floating foundation dimension is 10 meter long, 3.2 meter width and 1,5 meter thick. The bearing capacity of the floating foundation using Terzaghi theory is 5,02 Ton/m².

Subsurface Analysis of National Road Bts. Sidoarjo City – Gempol Using Geophisycs Method and Geotechnical Tests

2025-07-26T07:07:29+07:00

National road segment Bts. Sidoarjo City – Gempol from Km 30+000 to Km 33+000 is located at west side of the Sidoarjo Mud (LuSi) embankment which still have an active eruption for more than 15 years from 2006 to the present. Based on the observations which conducted by PPLS, it found that the LuSi embankment had lowered around 6 cm/year. This phenomenon can cause damage to the infrastructure nearby. National road segment Bts. Sidoarjo City – Gempol, one of important infrastructure is experiencing severe damage and disturbed due to land subsidence. Therefore, it is necessary to conduct research on these national roads to understand the problem throughly. This research was carried out using both geophysical methods and geotechnical investigations. In advance, resistivity geoelectrical using Wanner-Schlumberger configuration and GPR were used as non destrcutive test. Meanwhile, SPT boring were applied to determine subsurface conditions. According to field and laboratory works, below 6 m of sample depth is classified as soft to very soft soils with high plasticity. There were also suspected 2 fractures in the geoelectric path beside the LuSi embankment. The results are expected to help the preservation planning for handling soil improvement on National Road segment Bts. Sidoarjo City – Gempol to prevent land subsidence.

Alternative Studies Abutment Structure and Bridge Oprit on Soft Soil at Belanti Food Estate Area, Pulang Pisau Regency, Central Kalimantan (Case Study : Muara Tahai Bridge Sta. 0+100)

2025-07-26T09:12:52+07:00

One of the PSN progarm is the improvement of Muara Tahai Bridge that located in Pulang Pisau Regency. The existing design of the substructures uses steel piles with a diameter of 50 cm and a depth of 28 meters due to soft soil condition. After a few trial, the effective design using piles can be done with the depth 20 meter with Pmax control of 34.65 tons < P allowed for group piles of 41.81 tons. An alternative design as a substructure is using floating foundation, which is concrete foundation using floaton material in it. The floating foundation dimension is 10 meter long, 3.2 meter width and 1,5 meter thick. The bearing capacity of the floating foundation using Terzaghi theory is 5,02 Ton/m².