ตัวกรองผลการค้นหา
คลิกที่แต่ละคำเพื่อดูรายละเอียด
(english) The ratio of shear stress divided by the corresponding shear strain in a linear elastic material.
(Concrete Engineering) The water in concrete which is irremovable by oven drying; chemically combined during cement hydration.
ประกันการบาดเจ็บของบุคคล และความเสียหายของทรัพย์สิน
การชำระเงินค่าอุปกรณ์และวัสดุในกรณีการสั่งหยุดงานชั่วคราว
การชำระเงินค่าโรงงานและวัสดุอุปกรณ์ในกรณีการสั่งหยุดงานชั่วคราว
(Environmental Engineering) Organisms which utilize inorganic carbon for synthesis of protoplasm. Ecologists narrow the definition further by requiring that autotrophs obtain their energy from the sun. In microbiologist parlance, this would be a photoautotroph. See photoautotrophic and chemoautotrophic.
A powdery substance made by burning, at a high temperature, a mixture of clay and limestone producing lumps called “clinkers” which are ground into a fine powder consisting of hydraulic calcium silicates. For non-portland cements, see aluminous cement.
(english) Primarily an alloy of copper and tin, but additionally, the name is used when referring to other alloys not containing tin, for example, aluminum bronze, manganese bronze, and beryllium bronze.
(english) Threads,parts,tools and sizes that are not standard, such as, “Bastard Nuts”, “Bastard Plus”, “bastaard fittings and so forth. The term also refers to a standard coarse cut file.
กองก่อสร้าง (ในส่วนราชการ) College of Cesigns and Construction = วิทยาลัยวิชาการก่อสร้าง (บางพลัด ธนบุรี) Division of Cesigns and Construction = กองออกแบบและก่อสร้าง (ในส่วนราชการของกรมโยธาเทศบาล) School of Building Construction = โรงเรียนช่างก่อสร้าง
(Concrete Engineering) The contact between the placed concrete and concrete surfaces, against or upon which concrete is to be placed and to which new concrete is to adhere, that has become so rigid that the new concrete cannot be incorporated integrally by vibration with that previously placed. Unformed construction joints are horizontally placed or nearly so.
(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.