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Volume 3 Number 3 Year 2018

6 articles in this issue 

This Volume Consists of Research Article as follow:Analysis of Colombian Seismicity as a Way to Explain and Understand The Bucaramanga NestBuilding of Turbiditic Gas Field Dynamic Model with a Simplified 3D Simulation SoftwareAssessment of Microgravity An... see more

 

Octria Adi Prasojo, Reza Syahputra

This study provides a novel approach of building 3D simulation model with extremely shorter time needed using Rubis simulation software from Kappa Engineering. The study focused on X Field that is located in a turbiditic setting, mainly consisted of separ... see more

Pags. 141 - 150  

Arisona Arisona, Mohd Nawawi, Amin E. Khalil, Abdullahi Abdulrahman

A microgravity investigation on bedrock topography was conducted at Maluri Park in Kuala Lumpur, Malaysia. The study characterized the subsurface structure to delineate soil structure for the geotechnical application. Cross-section modelling of the residu... see more

Pags. 151 - 154  

Asmoro Widagdo, Subagyo Pramumijoyo, Agung Harijoko

Menoreh-Gajah-Ijo have a very distinctive shape, where there are form of circular structure of volcano that is still intact and the other has not been intact. These morphologies are the morphology of the remaining volcanoes formed by tectonics and certain... see more

Pags. 155 - 163  

Atikul Haque Farazi, Abu Jafor Mia, Md. Ilias Mahmud

Heavy rainfall occurs almost every year in Bangladesh and induces landslides in the hilly regions of this country. Among them the Chittagong City has the worst scenario?as there lives a dense population, extending from the plain lands to the hilly area. S... see more

Pags. 164 - 173  

Mohamad Faizal, Rydo Faisal Arisandy, Ariel l Afrandi Tatawu, Shandi Hargian Wijaksono, Frando Ryan Alansa, Muhammad Nur Arifin, Sri Mulyaningsih

Site of Berbah pillow lavas is an important geological heritage that is currently as one of the main tourism destination area located in Yogyakarta Special Region, Indonesia. It has a unique appearence of pillow structures with diameters of 0.5-1.0 m and ... see more

Pags. 174 - 179