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1)  defrosting strength
解冻强度
1.
are proposed and comprehensive strength which consists of freezing and defrosting strengthare indicated in this paper.
提出以冻结强度及解冻强度形成的砂浆综合强度为基础,利用解冻时间与深度和强度增长的关系,确定其综合强度最低值。
2)  forced thaw
强制解冻
1.
This paper makes an introduction of the mechanism of thaw settlement grouting,and the method of reinforcing soil by forced thaw settlement grouting.
对冻土融沉注浆的机理以及利用强制解冻方法融沉注浆进行土体加固的方法作了详细介绍,并结合某地铁联络通道的融沉注浆施工,说明了对冻结土体进行分区强制解冻融沉注浆是控制地表沉降的有效方法。
2.
The design and construction of thaw settlement grouting during forced thaw in the metro connected aisle project are described.
介绍了国内首个地铁联络通道强制解冻融沉注浆工艺的设计与施工。
3)  artificial thawing
强制解冻
1.
Based on the experiment of the artificial thawing of artificial frozen soil wall in the tunnel restoration project on Line 4 of Shanghai Metro, the characteristics of the artificial thawing are discussed in this thesis, the basic theory of artificial thawing method is studied and a model of single-pipe thawing is found according to the theory of heat transfer, and a calculation is made with it.
本文针对上海地铁四号线修复工程江中段冻土帷幕强制解冻实验,依据传热学理论,探讨了人工冻土强制解冻的特点,研究了强制解冻的基本理论,建立单根解冻管解冻模型,并进行了计算。
2.
Through the field experiments of natural thawing and artificial thawing,a conclusion is drawn that the natural thawing velocity is very slowly and the artificial thawing can accelerate the thawing velocity.
通过自然解冻和强制解冻原位试验,得出冻土自然解冻和强制解冻温度变化规律。
4)  Freezing adhesive strength
冻粘强度
5)  Gel Strength
冻胶强度
1.
The effects of hydrogen sulfide(H2S) on gelation time and gel strength of gel typed plugging agents were studied.
研究了H2S对常规冻胶型堵剂成冻时间和冻胶强度的影响,这些冻胶型堵剂包括交联聚丙烯酰胺形成的铬冻胶和酚醛树脂冻胶。
2.
The effects of various factors on gelation time and gel strength,determined as gel breakthrough vacuum,were investigated for HPAM polymer/Cr(Ac)3 in ME aqueous fluid.
通过成冻时间和冻胶强度(冻胶突破真空度)测定,考察了多种因素对HPAM/多重乳液体系的影响。
6)  freezing strength
冻结强度
补充资料:表光合强度(见光合强度)


表光合强度(见光合强度)
forecast of sowing or transplanting time

b iaoguanghe qiangdu表光合强度见光合强度
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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