- 更多网络例句与未压实的相关的网络例句 [注：此内容来源于网络，仅供参考]
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The low-permeability rocks and micrite for modeling the crust of the overpressure system were broken under the action of overpressure fluid,while the sandstone for modeling the uncompacted belt of overpressure system was not broken.
在实验过程中，模拟超压系统&壳&的低渗透岩石—泥晶灰岩发生了破裂，而模拟超压系统&欠压实带&的高渗透砂岩却未发生破裂。
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The lower permeability rocks-micrite and muddy siltstone which modeled the "crust" of overpressure system have been broken by overpressure fluid, while the sandstone modeled the "uncompacted belt" of overpressure system have been not broken.
在实验过程中，模拟超压系统&壳&的低渗透岩石—泥晶灰岩发生了破裂，而模拟超压系统&欠压实带&的高渗透砂岩却未发生破裂。
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The results showed as follows: the reclamation soil surface compaction was the highest with reaching 2050 kPa in first year, and gradually reduced year by year, was the lowest(50 kPa) in the fifth year, and was almost reached the compaction level of unsubsided land.
结果表明：复垦土壤表层压实度以复垦1 a的最大，达到 2050 kPa，随着复垦年限增加逐渐减少，复垦5 a的最小（50 kPa），基本达到未塌陷土地的压实度。
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The order spatial variation of soil surface compaction was in the land reclaimed five years(68.40%), next was unsubsided land(52.58%) and the lowest was the land being reclaimed(22.01%); in terms of the variation, the soil compaction is higher and the variation is lower to each soil layer of being reclaimed land, and the compaction of the first three layer is lower but the variation is higher to other redamed land, to the fourth layer(22.86～30.48 cm) is higher and variation is lower, and the compaction under the forth layer is nearly stable.
表层土壤压实度空间变异最大的是复垦5 a的土地（变异系数为68.40%），其次是未塌陷土地（52.58%），最小的是正在复垦的土地（22.01%）。从各层的变异情况看，正在复垦的土地各个层次土壤压实度都较大且变异系数较低，其他复垦年限土壤压实度上面3层较小但变异大，至第4层（22.86～30.48 cm）达到较高值，且变异较小，之下压实度基本稳定。
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The real danger is intestinal compaction, especially in small dogs, if the masticated bone has not been mixed with other residue in the dog's stomach.
真正的危险是肠道压实，尤其在小狗如果咀嚼骨未获混入其他残留在狗的肚子。
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Optimal mixing ratio of SRA as delay forming agent in cement treated base is 0.05%-0.06%; the influence of compacting delay on strength and dry density of road base may be reduced by SRA additive, forming time may be delayed to 9h; after the forming time is delayed to 4h, 6h and 9h, the strength and dry density shrinkage of cement-treated base with SRA admixture are much less than that of those without SRA.
SRA用作水泥稳定粒料路面基层的延迟成型剂的最佳掺量在0.05％～0.06％：用SRA可降低因延迟压实对水泥稳定粒料基层的强度和干密度的影响，可把延迟成型时间延长到9h；在成型延迟4h，6h，9h后，掺入SRA的水泥稳定粒料的强度和干容度损失明显小于未掺外加剂的混合料在相同延迟成型务件下的强度损失。
- 更多网络解释与未压实的相关的网络解释 [注：此内容来源于网络，仅供参考]
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uncommunicative：沉默/拘礼的/沉默寡言的
uncommonly /罕有/很/非常/ | uncommunicative /沉默/拘礼的/沉默寡言的/ | uncompacted /未压实的/不密实的/
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uncompacted：未压实的 不密实的
uncommonconditions 异常情况 | uncompacted 未压实的 不密实的 | uncompactedgravel 不密实充填砾石
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uncompacted：未压实的
uncommunicative 拘礼的 | uncompacted 未压实的 | uncompacted 不密实的
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uncompacted：不密实的
uncompacted 未压实的 | uncompacted 不密实的 | uncompensated 无补偿的
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uncompacted：未(经)压实的;不密实的
uncombined 未化合的;未结合的;游离的;自由的 | uncompacted 未(经)压实的;不密实的 | uncondensable 不可凝结的;不可冷凝的;不凝性的
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uncompacted gravel：充填不密实的砾石
uncommercial 无工业价值的 | uncompacted gravel 充填不密实的砾石 | uncompacted sand 未压实的砂层
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uncompacted sand：未压实的砂层
uncompacted gravel 充填不密实的砾石 | uncompacted sand 未压实的砂层 | uncompaction 欠压实
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uncondensable：不可凝结的;不可冷凝的;不凝性的
uncompacted 未(经)压实的;不密实的 | uncondensable 不可凝结的;不可冷凝的;不凝性的 | uncondensed 不凝结的
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underclay limestone：煤层下方的石灰岩;底黏土灰岩
"底黏土;煤下磐黏土","underclay" | "煤层下方的石灰岩;底黏土灰岩","underclay limestone" | "未压实页岩","undercompacting shale"