precompression n.預先壓縮，預壓力。
n. 預先壓縮，預壓力。 “artificial precompression“ 中文翻譯： 人工預壓“precompression chamber“ 中文翻譯： 預壓室“precompressiion“ 中文翻譯： 預壓縮“precompressor“ 中文翻譯： 填裝器; 預壓器“precompressed tensile zone“ 中文翻譯： 預壓的受拉區“precomputation“ 中文翻譯： 導航預行計算; 預先計算“precompressed air“ 中文翻譯： 預壓空氣“precomputed“ 中文翻譯： 預先計算的“precompressed“ 中文翻譯： 預壓縮的“precomputed altitude“ 中文翻譯： 預算高度; 預先計算的高度“precompre or“ 中文翻譯： 預壓器
preconceive |
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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理論的基礎上，先分析了此次試驗的經濟性，經核算直接節約投資22 ，經濟效益十分明顯；隨后對真空堆載聯合預壓法加固軟土路基的沉降量進行了估算，并與實測值作對比分析，得出了真空堆載聯合預壓下的沉降量估算公式，能反映“真空”加固過程的變化規律；同時根據現場和室內試驗，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準。 |
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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合預壓法的滲流進行了研究，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。 |
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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力將抵消并超過靜載作用下的壓應力，導致橫縫面沿法向張開，加上地震的交變作用，橫縫可能會呈現反復的“漸開漸合”現象。 |
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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分析技術，一次性給出施工控制標高，解決了大跨度拱橋有支架施工中支架需要預壓的問題。 |
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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合預壓法加固軟土路基的必要性、機理和發展現狀。 |
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Test and study on reinforcement of soft clay foundation with vacuum - heaped load combined precompression 真空堆載聯合預壓加固軟基機理的試驗研究 |
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Property of treat foundation soil with vacuum - heaped load precompression 真空堆載聯合預壓處理地基土性質分析 |