ตัวกรองผลการค้นหา
Acid Brittleness (Pickling Brittleness)
แปลว่า(english) Brittleness resulting from pickling steel in acid; hydrogen, formed by the interaction between iron and acid, is partially absorbed by the metal, causing acid brittleness.
Displacement:
แปลว่า(english) A change in position. A displacement may be a translation a rotation or a combination of those.
Deoxygenation
แปลว่า(Environmental Engineering) The consumption of oxygen by the different aquatic organisms as they oxidized materials in the aquatic environment.
Risk Management and Monitoring Plan (RMMP)
แปลว่า(Software Engineering) a plan for mitigating, monitoring and managing risks
Total quality management
แปลว่า(Software Engineering) a company commitment to develop a process that achieves high quality product and customer satisfaction
Wagner Fineness
แปลว่า(Concrete Engineering) The fineness of materials such as portland cement expressed as total surface area in centimeters per gram as determined by the Wagner turbidimeter apparatus and procedure.
Consistency
แปลว่า(Concrete Engineering) The degree of plasticity of fresh concrete or mortar The normal measure of consistency is slump for concrete and flow for mortar.
Pathogenic organism
แปลว่า(Environmental Engineering) An organism capable of causing infection.
Influent
แปลว่า(Environmental Engineering) The fluid entering a system, process, tank, etc. An effluent from one process can be an influent to another process. See effluent.
Object-oriented
แปลว่า(Software Engineering) an approach to software development that makes use of a classification approach and packages data and processing together
Component (of a vector):
แปลว่า(english) Any vector can be expressed as a collection of vectors whose sum is equal to the original vector. Each vector in this collection is a component of the original vector. It is common to express a vector in terms of components which are parallel to the x and y axes.
Pumping (of Pavements)
แปลว่า(Concrete Engineering) The ejection of a mixture of water and solid materials such as clay or silt along cracks, transverse or longitudinal joints, and along pavement edges caused by downward slab movement due to the passage of heavy loads, machinery or equipment over the pavement after free water has accumulated in or on the subbase, subgrade or basecourse.