Exploration
Abdalmajed Milad Shlof; Mohd Hariri Arifin; Muhammad Taqiuddin Zakaria; Emmanuel O. Salufu
Abstract
More than sixty thermal springs have been detected across Peninsular Malaysia, with about 75% conveniently located in easily accessible areas. The potential for thermal energy growth has been recognized at four hot spring localities: Lojing, Dusun Tua, Ulu Slim, and Sungai Klah. This article analyses ...
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More than sixty thermal springs have been detected across Peninsular Malaysia, with about 75% conveniently located in easily accessible areas. The potential for thermal energy growth has been recognized at four hot spring localities: Lojing, Dusun Tua, Ulu Slim, and Sungai Klah. This article analyses Peninsular Malaysia's geothermal development's geological, geochemical, and geophysical research to assess its appropriateness and performance. The geological data provide insights into the structural characteristics and spatial distribution of thermal springs within the studied area. Geochemical studies measure reservoir temperatures, revealing the highest recorded temperature exceeds 189°C. The review shows that the hot springs are derived from a recharge region linked to high-altitude topography, with their source being meteoric water. Several geophysical techniques, such as transient electromagnet (TEM), gravity, land and satellite magnetic, ground penetration radar (GPR), seismic, resistivity, and induced polarization (IP), have been employed to examine the geothermal system in Malaysia. The sole magnetotelluric (MT) investigation at Ulu Slim deviates from this pattern. The source suggests uncertainty regarding accuracy related to station distance, highlighting these concerns. Most studies indicate that magma intrusion is the most likely heat source. To offer a comprehensive understanding of Peninsular Malaysia's geothermal potential, this study reviews previous research and presents a feasible model that incorporates all current facts.
Rock Mechanics
Taha Ansari; Hamid Chakeri; Mohammad Darbor; sadegh Amoun; Hadi Shakeri
Abstract
There is no acceptable method for investigating the tool wear phenomenon in soft grounds. In this article, first, a new equipment made at Sahand University of Technology is introduced, which is used for simulation of TBM tunneling mechanism. Next, the effect of various soil grading parameters such as ...
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There is no acceptable method for investigating the tool wear phenomenon in soft grounds. In this article, first, a new equipment made at Sahand University of Technology is introduced, which is used for simulation of TBM tunneling mechanism. Next, the effect of various soil grading parameters such as D10, D30, and D60 (which indicate the corresponding diameters on the soil grading diagram where 10, 30, and 60% of the grains are smaller than these values, respectively), coefficient of gradation, uniformity coefficient, sorting coefficient and effective size on the cutting tools wear. The initial studies show that in soils with fine grains greater than 10%, by increase in the values of D10, D30, D60, and effective size, the tool wear increases. However, in soils with fine grains less than 10%, by increase in the above-mentioned parameters, the soil abrasiveness reduces. Also in soils with more than 10% fine grains, by increase in the coefficient of gradation value, the soil abrasiveness reduces. But in soils with fine grains less than 10%, by increase in the value of this parameter, the tool wear increases. The results of experiments show that sorting coefficient could be a good criterion for investigating the soil abrasiveness.
