bulking factor造句

• Test method for bulk factor of moulding materials
  模塑料体积系数试验方法
• Plastics . determination of bulk factor of moulding materials
  塑料制品.模制材料压缩比的测定
• Plastics - determination of bulk factor of moulding materials iso 171 : 1980
  塑料.模塑材料体积系数的测定
• Test methods for apparent density , bulk factor , and pourability of plastic materials
  塑料表观密度容积因子和可倾注性试验方法
• Standard test methods for apparent density , bulk factor , and pourability of plastic materials
  塑料材料的表观密度,容积因素和可倾注性的标准试验方法
• Methods of testing plastics - dimensional properties - determination of the bulk factor of moulding materials
  塑料试验方法.第6部分:尺寸特性.模制材料体积系数测定
• According to the test results of 15 large size specimens of sfrc four - pile caps , crack status , the midpoint flexibility of pile caps bottom , concrete strain side and steel strain bottom are observed , and primary influencing factors of sfrc four - pile caps are analyzed by changing bulk factor , effective thickness , quantity of distributed steel and steel laying mode
  依据15个大尺度钢纤维混凝土四桩承台试件的试验情况，通过改变钢纤维体积率、承台有效厚度、配筋量及配筋方式，观察和记录了桩承台裂缝开展与分布、承台底部中点挠度、侧边混凝土应变和底部受拉钢筋应变，分析了影响钢纤维混凝土四桩承台承载能力的主要参量。
• Based on field geological conditions , this paper analyzes the influence law of the bulk factor of filling body on the overlaying strata movement , the stability of key strata and its influence on the overlaying strata movement under the condition of complete fill in goaf , and puts forward the allowable bulk factor of filling body of sustaining strata movement in the rational range
  本文结合现场地质条件，分析了采空区全部充填条件下，充填体压缩率对上覆岩层活动的影响规律，分析了该条件下关键层的稳定性及其对上覆岩层活动的影响，提出了保持岩层移动的合理范围的充填体压缩率。
• Abstract : according to the test results of 15 large size specimens of sfrc four - pile caps , crack status , the midpoint flexibility of pile caps bottom , concrete strain side and steel strain bottom are observed , and primary influencing factors of sfrc four - pile caps are analyzed by changing bulk factor , effective thickness , quantity of distributed steel and steel laying mode
  文摘:依据15个大尺度钢纤维混凝土四桩承台试件的试验情况，通过改变钢纤维体积率、承台有效厚度、配筋量及配筋方式，观察和记录了桩承台裂缝开展与分布、承台底部中点挠度、侧边混凝土应变和底部受拉钢筋应变，分析了影响钢纤维混凝土四桩承台承载能力的主要参量。