例句與造句

1. Property of treat foundation soil with vacuum - heaped load precompression
   真空堆載聯(lián)合預(yù)壓處理地基土性質(zhì)分析
2. Test and study on reinforcement of soft clay foundation with vacuum - heaped load combined precompression
   真空堆載聯(lián)合預(yù)壓加固軟基機理的試驗研究
3. This dissertation introduces the necessity , mechanism and developing of the vacuum - heaped load combining precompression in the consolidation of the soft highway foundation
   本文闡述了用真空堆載聯(lián)合預(yù)壓法加固軟土路基的必要性、機理和發(fā)展現(xiàn)狀。
4. With resonable calculating model and dynamic analysis method , the construction control elevation can be decided and so the precompression difficulty of support can be solved in the construction of large - span arched bridge
   采用精確的計算模型和動態(tài)分析技術(shù)，一次性給出施工控制標(biāo)高，解決了大跨度拱橋有支架施工中支架需要預(yù)壓的問題。
5. The dynamic tensile stresses of earthquake may balance or exceed to the precompression stresses due to static watef , this may arouse opening of joints along the normal direction . if the altemate actions of earthquake join , the joints may behave gradual opening and closing
   由于地震作用時的動拉應(yīng)力將抵消并超過靜載作用下的壓應(yīng)力，導(dǎo)致橫縫面沿法向張開，加上地震的交變作用，橫縫可能會呈現(xiàn)反復(fù)的“漸開漸合”現(xiàn)象。
6. It's difficult to find precompression in a sentence. 用precompression造句挺難的
7. This paper emphasize study the seepage of vacuum - heaped load combining precompression . , deduce the drainage quantity computation formula for stage loading in soft soil . an example show that the results of calculation are in good agreement with the measured value , this explain that the formula is rational
   本文重點對真空堆載聯(lián)合預(yù)壓法的滲流進(jìn)行了研究，得出了在分級加荷下軟土地基滲流量的計算公式，算例表明其計算值與實測值較吻合，說明所建模型是比較合理的。
8. Based on the terszige and biot theory , initially analyze the economical of this experiment , directly save investment 22 % after compute . after that , computing the settlement of highway foundation , comparing the computing and survey value , the predict formula of vacuum - heaped load combining precompression for designing , this formula show that the distortion law of consolidation progress . at the same time , based on the position and room experiment , analyzes the intension transformation in soft soil and criteria of stabilization control
   在太沙基和比奧固結(jié)理論的基礎(chǔ)上，先分析了此次試驗的經(jīng)濟(jì)性，經(jīng)核算直接節(jié)約投資22 ，經(jīng)濟(jì)效益十分明顯；隨后對真空堆載聯(lián)合預(yù)壓法加固軟土路基的沉降量進(jìn)行了估算，并與實測值作對比分析，得出了真空堆載聯(lián)合預(yù)壓下的沉降量估算公式，能反映“真空”加固過程的變化規(guī)律；同時根據(jù)現(xiàn)場和室內(nèi)試驗，分析了軟土強度的變化，以及給出并驗證了工后沉降控制標(biāo)準(zhǔn)。