Simulation study on the effect of ignition location on pressure piling by Nur Fatin Najwa, Kamaruddin

“…An explosion of flammable mixtures in interconnected compartments is commonly defined as pressure piling. Piling pressure is phenomenon when the peak pressure observed is higher than the predictable thermodynamic values. …”
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A cfd simulation study on the effect of volume ratio on pressure piling by Dhivya Lakshmi, Mohana Sundram

“…This paper presents the CFD simulation study on the effect of volume ratio on pressure piling. The explosion of flammable mixtures in interconnected compartments is commonly defined as “pressure piling” and its occurrence is a relevant issue of industrial safety. …”
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A study on domestic subcontractor in Kota Bharu : critical analysis of construction management in handling local project by Muhammad Shahmi , Mat Saat

“…From the study, the types of works carried out by the subcontractor are earthwork and piling works. The problems faced by the subcontractor are financial and late payment from the main contractor. …”
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Stability analysis and improvement evaluation on residual soil slope with reinforcement load : building cracked & slope failure by Goh, Jee Ren

“…The combination reinforcement also increased the slope stability with the highest FOS of 2.919 (anchor +pile), 2.615 (anchor +fabric+pile), 2.201 (anchor +fabric), and 1.915(fabric+pile). …”
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Drug tendency detection system by Nur Syazanna, Jamaludin

“…DTDS is build to overcome those problems such as a lot of documentation and piles of paper about detail information of each officer in the police station may consume spaces and money.But the major purpose of this system is for supervisor to recognize their officer that is suspicious with drug abuse and make the environment of drug awareness in working place.Besides,this will strengthen the security of data storage.DTDS is a web-based Drugs Tendency Detection System (DTDS).It is developed using Adobe Dreamweaver and PUP SQL;key in data using insert and delete function,relocate required items using search function and update of progress are acknowledge faster.DTDS consist of 4 main modules which are 'Log Masuk','Senarai Anggota','Penilaian','Laporan' and another 3 extra modules that display general information. …”
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Methods to overcome the effects of fluctuation in cement prices to local contractor by Suhaila, Sulong

“…On the average, cement and cement-related products such as cement sand bricks, plasters, concrete roof tiles, reinforced concrete piles, concrete culvert and others comprise fifty percent of the material used in a project. …”
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The effect of bottom ash on crushable sandy soil by Tan, Wai Hong

“…In construction, the breakage of sand particles are often occur under crushing load, for instance, during the pile driven process into the sand. The breakage of sand particle will result in the reduction of size of the sand and alter it engineering properties such as particle size distribution, particle shape, void ratio and many others properties. …”
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Crushing impact on liquefaction of various sand soil in Kuantan by Amelia, Victor Dass

“…Granular soil associated with phenomenon such as pile driving experience loading which may cause particle breakage when the loading reaches certain degree. …”
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Geotechnical and morphological properties of row and prosessed Bukit Goh bauxite by Tam, Weng Loong

“…To analyze these characteristics of the bauxite, five samples were selected at Bukit Goh, Kuantan; three of the samples from the Bukit Goh mine and two samples from stock pile were tested to identify the bauxite geotechnical properties by referring to GEOSPEC 3: Model Specification for Soil Testing; particle size distribution, moisture content, specific gravity, morphological properties as well as its elemental and oxide properties. …”
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Influencing factor of crushable sand soil on liquefaction by Tharushini, Thiagarajan

“…In this research, the three locations in East Coast Peninsular Malaysia were chosen where the activities of crushing such as pile installation commonly occurs. When the liquefaction potential of the sand soil being affected, this will lead to the failure of construction design which was designed based on existing sand properties by neglecting the conditions of the sand after being crushed Hence, this research was conducted to identify the factor that highly influence the soil's susceptibility to liquefaction. …”
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Effectiveness of concrete strength using artificial fine aggregates from palm oil disposal waste product by Muhammad Ilyas , Mohd Junaidi

“…Generally, concrete is one of the most mutual construction materials and is applied in a wide-ranging variety of application, alternating from pile to multistoreys buildings and from railroad connections to dams. …”
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Determination of soil strength, settlement and chemical content of Bukit Ampang landfill by Nurul Ain, Abd Rashid

“…Some chemical content on dump site soil may affect the future structure to develop such as concrete on foundation and steel pile. Different locations of dump site have different soil characteristics and chemical content. …”
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Three dimensional (3D) navigation of Universiti Malaysia Pahang (Pekan) by Satish Kumar, Raja Mohan

“…In this globalization era buildings are being piled up all over the places and routes are being adjusted in order that people can pass through the new buildings. …”
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Properties and liquefaction risk on bulk cargo carrying Bukit Goh, Kuantan bauxite accordance to IMSBC code by Masitah, Abdullah

“…To analyze these characteristics of the bauxite, four samples were selected at Bukit Goh, Kuantan; two of the samples from the Bukit Goh mine and two samples from stock pile were tested to identify the bauxite geotechnical properties by referring to GEOSPEC 3: Model Specification for Soil Testing; particle size distribution, moisture content, specific gravity, morphological properties as well as its elemental and oxide properties. …”
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The earthquake effect of double storey steel structure due to Aceh Earthquake by Siti Hajar, Sa’adin

“…However, the simulation of the model of the steel structure is not similar to the condition of the actual structure which is there is no consideration of pile-soil interaction and connection of the steel structure.…”
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