例句與造句

1. Test method for bulk factor of moulding materials
   模塑料體積系數(shù)試驗(yàn)方法
2. Plastics . determination of bulk factor of moulding materials
   塑料制品.模制材料壓縮比的測(cè)定
3. Plastics - determination of bulk factor of moulding materials iso 171 : 1980
   塑料.模塑材料體積系數(shù)的測(cè)定
4. Test methods for apparent density , bulk factor , and pourability of plastic materials
   塑料表觀密度容積因子和可傾注性試驗(yàn)方法
5. Standard test methods for apparent density , bulk factor , and pourability of plastic materials
   塑料材料的表觀密度,容積因素和可傾注性的標(biāo)準(zhǔn)試驗(yàn)方法
6. It's difficult to find bulk factoring in a sentence. 用bulk factoring造句挺難的
7. Methods of testing plastics - dimensional properties - determination of the bulk factor of moulding materials
   塑料試驗(yàn)方法.第6部分:尺寸特性.模制材料體積系數(shù)測(cè)定
8. 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
   依據(jù)15個(gè)大尺度鋼纖維混凝土四樁承臺(tái)試件的試驗(yàn)情況，通過改變鋼纖維體積率、承臺(tái)有效厚度、配筋量及配筋方式，觀察和記錄了樁承臺(tái)裂縫開展與分布、承臺(tái)底部中點(diǎn)撓度、側(cè)邊混凝土應(yīng)變和底部受拉鋼筋應(yīng)變，分析了影響鋼纖維混凝土四樁承臺(tái)承載能力的主要參量。
9. 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
   本文結(jié)合現(xiàn)場(chǎng)地質(zhì)條件，分析了采空區(qū)全部充填條件下，充填體壓縮率對(duì)上覆巖層活動(dòng)的影響規(guī)律，分析了該條件下關(guān)鍵層的穩(wěn)定性及其對(duì)上覆巖層活動(dòng)的影響，提出了保持巖層移動(dòng)的合理范圍的充填體壓縮率。
10. 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:依據(jù)15個(gè)大尺度鋼纖維混凝土四樁承臺(tái)試件的試驗(yàn)情況，通過改變鋼纖維體積率、承臺(tái)有效厚度、配筋量及配筋方式，觀察和記錄了樁承臺(tái)裂縫開展與分布、承臺(tái)底部中點(diǎn)撓度、側(cè)邊混凝土應(yīng)變和底部受拉鋼筋應(yīng)變，分析了影響鋼纖維混凝土四樁承臺(tái)承載能力的主要參量。