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Journal of Advanced Civil and Environmental Engineering
ISSN : 25993356     EISSN : -     DOI : -
Core Subject : Social, Engineering,
Journal of Advanced Civil & Environmental Engineering invites and welcomes the submission of advanced research and review papers, innovations and developed selected conference papers that have never been previously publicized. This journal provides publications and a forum to the academics, scholars and advanced level students for exchanging significant information and productive ideas associated with all these disciplines. The relevant topics of the latest progressive findings or developments will be taken seriously into consideration, the topics covered by the journals include: Materials Structure and Structural Analysis Geotechnic Water resources/hydro Construction management Transportation Highway engineering Environmental science and engineering
Arjuna Subject : -
Articles 5 Documents
Search results for , issue " Vol 1, No 2 (2018)" : 5 Documents clear
Erodibility of Granular Materials Models Sentani, Ari; Marot, Didier; Bendahmane, Fateh
Journal of Advanced Civil and Environmental Engineering Vol 1, No 2 (2018)
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (859.887 KB) | DOI: 10.30659/jacee.1.2.49-56

Abstract

Abstract: Two means physical processes are involved in failure of a dams structure: either a mechanical failure by sliding, or a hydraulic failure by erosion. The causes of failures are internal erosion (23 cases between 44), or external erosion (20 cases of overtopping) and 1 case of sliding. In consequence, internal erosion is the most frequent cause for all the water retaining structures. A series of test are needed to develop models that can describe the internal erosion. This research uses two kinds of tests. They are The Consodilated Drained (CD) Triaxial test and The Erodibility test with triaxial erodimetre. These two tests uses mixture between Kaolinite Proclay (25%) and Fontainebleau Sand (75%) with 9% of water content. The result shows that confinement pressure increase, time for obtained maximal deviatoric also increase. When deviatoric stress is increase, percentage of deformation is also increase. And also the volume variation of specimen is decrease in function of deformation. For the second test, the result shows after the loss of fine particles in the soil, the original dilative stress-strain behavior changes to be contractive and the peak stress is decreases. Comparing the results of Chang & Zhang in 2011, the curves rank in a coherent way for the stress-strain curve although it used different speciments.
Isogeometric Analysis of Euler-Bernoulli Beam Element Gan, Buntara Sthenly
Journal of Advanced Civil and Environmental Engineering Vol 1, No 2 (2018)
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (355.942 KB) | DOI: 10.30659/jacee.1.2.57-70

Abstract

Abstract: The Isogeometric analysis is a computational geometry based on a series of polynomial functions (Non-Uniform Rational B-Spline, NURBS) which are assembled to represent the exact geometry. In the Isogeometric analysis, the curvature geometry of the beam element can be represented exactly. The conventional beam element can be developed by using the Isogeometric approach which is based on Euler-Bernoulli principle which is under the assumption that the dimension of the beam cross section is small compared with the length of the beam. The geometric shape of the beam and the shape functions formulation of the element can be formulated by using the Isogeometric approach. This paper highlights the application of the NURBS for the Euler-Bernoulli beam element in the context of finite element analysis. Examples are given to verify the effectiveness of the Isogeometric approach in static and free vibration problems.
Element Modeling of Masonry Wall With Opening Under Lateral Force Darmayadi, Danna; Ahyar, Muhamad Rusli
Journal of Advanced Civil and Environmental Engineering Vol 1, No 2 (2018)
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (736.165 KB) | DOI: 10.30659/jacee.1.2.71-87

Abstract

Abstract: Three-dimensional Finite Element Model for Masonry Wall with openings under lateral force using ABAQUS software. Finite element model verification with an experiment masonry wall in the laboratory without openings. The load-displacement relationship of finite element model is well agreed with experimental results. Parametric studies conducted on masonry wall with openings to investigate the influence of an area of openings. This research aimed to investigate the behavior of Masonry Walls with openings under lateral force. The result showed that the increase of the area of openings decreases stiffness and strength of masonry. It is also well observed from the result that lateral resistance of masonry will decrease for each area of the opening wall.
Introducing Buton Natural Rock Asphalt New Materials for Bitumen Mofification and Soil Stabilization Rusbintardjo, Gatot; Yusoff, Nur Izzi M.; Yerro, Arafat Sulaiman
Journal of Advanced Civil and Environmental Engineering Vol 1, No 2 (2018)
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (422.829 KB) | DOI: 10.30659/jacee.1.2.88-99

Abstract

Abstract:The natural asphalt in the world which can be explored until today is Buton Natural Rock Asphalt (BNRA). The other natural asphalt like Trinidad Lake Asphalt   Based on survey conducted by Directorate General of Mining Ministry of Energy and Mineral Resources Republik of Indonesia, amount of 650 million ton of BNRA are found in Buton island, yet until 92 years since BNRA in Buton Island discover by Hetzel, a Dutch Geolog, only 3.4 ton  that have been explored to be used for road work. This paper reported the using of  BNRA to modify bitumen to improve their properties in order to resist  the high temperature rutting, and to stabilize clay soil, to  improve their strenght. Bitumen penetration grade 80/100 which will be modified was blend by 15 to 65% of BNRA in increments of 5% by weight of bitumen, and to stabilized clay soil, amount of 2% to 8% in increements of 2% BNRA by weight of soil was added. To determine Penetration Index (PI) of neat bitumen and alsobitumen modified with BNRA,  penetration at 250 Celcius and softening point test were conducted. Penetration Index is the parameter to measure the temperature susceptibility of binder. The test results show that ...
Application of Failure Mode Effects Analysis (FMEA) Method and Fault Tree Analysis (FTA) Towards Health and Occupational Safety on Jetty Project, Gresik, Indonesia Aulady, Mohamad Ferdaus Noor; Nuciferani, Felicia; Wicaksono, Satya
Journal of Advanced Civil and Environmental Engineering Vol 1, No 2 (2018)
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (216.974 KB) | DOI: 10.30659/jacee.1.2.100-108

Abstract

Abstract: Work accident in Indonesia has considerably increased every year. Work accident is often occurred in Construction sector. This is due to lack of proper occupational health and safety system (OHS). By the simple OHS management system, this issue can be improved. This research aim to identify the most fatal and high intensity risk of Jetty Project. Furthermore, this study also identify the risk cause that occur by simple method. Therefore, it will be easier for the company to do risk mitigation. To overcome this issue this research use Failure Mode Effect Analysis and Fault Tree Analysis methods. The results of this research show the most dominant risk priority in the girder bridge construction is the girder fall from during the mobilization. And daydream is the most dominant causes.

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