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According to Crenshaw et al.[1], wide tourniquet cuffs are more effective at lower inflation pressures than are narrow ones. Pedowitz et al.[2] demonstrated that curved tourniquets on conical extremities require significantly lower arterial occlusion pressures than straight tourniquets Fig.

根据Crenshaw[1]等人的研究,充气压力较低时宽的止血带比窄的止血带更为有效:Pedowitz[2]等人证实采用弧形止血带对圆锥形的肢体部分加压时,使动脉闭塞所需的压力比使用直止血带(长方形,straight tourniquet)显著降低(图1—1)。

According to Crenshaw et al.[1], wide tourniquet cuffs are more effectie at lower inflation pressures than are narrow ones. Pedowitz et al.[2] demonstrated that cured tourniquets on conical extremities require significantly lower arterial occlusion pressures than straight tourniquets Fig.

根据Crenshaw[1]等人的研究,充气压力较低时宽的止血带比窄的止血带更为有效:Pedowitz[2]等人证实采用弧形止血带对圆锥形的肢体部分加压时,使动脉闭塞所需的压力比使用直止血带(长方形,straight tourniquet)显著降低(图1—1)。

Using Biot's 2D elastodynamic theory solves the saturated soil equation. The Fredholm integral equation of the second kind can be built by using the fundamental solution of circular load, the compatibility condition and superposition method. The Fredholm integral equation of the second kind of pile groups can be solved by using numerical method. The numerical solutions of pile groups axial forces, pore pressures under vertical harmonic loading and shear forces, moments and pore pressures under horizontal harmonic loading can be obtained.

采用Biot提出的三维波动原理,利用圆形简谐载荷作用下的Biot固结方程的基本解和桩土之间的变形协调条件,并采用叠加原理得到饱和土中群桩的第二类Fredholm积分方程,应用数值法求解群桩的第二类Fredholm积分方程,得到在垂直简谐载荷作用下群桩的轴力、孔压随桩身变化的数值结果以及在水平简谐载荷作用下群桩的剪力、弯矩和孔压随桩身变化的数值结果。

The osmotic coefficients and saturated vapor pressures have been calculated at the different temperatures .The experimental values of the osmotic coefficients for the Li_2SO_4-H_2O system were consistent with the values in the references. The results revealed the rules of the changing in osmotic coefficients and saturated vapor pressures with ion strengths and the molality fractions of Li_2B_4O_7 at different temperatures. The isopiestic equilibrium molalities were correlated by using the modified and the extended Zdanovskii rules for non-ideal mixtures, and obey well the Zdanovskii rules. The ion interaction parameters of Pitzer model have been determined by using the two methods for Li_2SO_4-Li_2B_4O_7-H_2O at 298.15K system.

本文计算了不同温度下该纯盐体系和混合盐体系的渗透系数和饱和蒸汽压,并将298.15K下的纯盐溶液渗透系数的实验值与文献值进行比较,取得了相一致的结果;揭示了不同温度下渗透系数和饱和蒸汽压随离子强度及Li_2B_4O_7质量摩尔浓度分数yb的变化规律;本文用Zdanovskii规则修正式和扩展式关联了298.15K下该混合盐体系的等压平衡浓度之间的关系,计算结果表明用这两个方程可以描述该体系在全浓度范围内的等压平衡浓度间的关系。

When surface pressures are lower than the turnover(5~30mN/m),intermolecularhydrogen bonds were formed with keto form and phase transition was higher ca.60℃;most of SBC18 formed intramolecular hydrogen bonds companied withzwitterion form and phase transition was lower ca.48℃ while at surface pressurehigher than the turnover(≥45mN/m),which is caused by the different interchaininteraction arising from various hydrogen bonds for SBC18 LB film deposited atdifferent surface pressures.

低于相应π-A等温线转折(5~30mN/m)时,以分子间氢键为主,头基主要以醌式构型存在,相变温度较高(≈60℃);高于转折(≥40mN/m)时,以分子内氢键为主,头基主要以双性离子构型存在,相变温度较低(≈48℃)。

Dalton's law of partial pressures states that the total pressure in a mixture is equal to the sum of the partial pressures of volatile solutes.

P30 道尔顿分压定律陈述了混合物的总压力等于挥发性溶质的分压之和。

The test results show the principle of variation of pressures on culverts beneath high fill is similar, it is that, even if the embankment is filled up to a higher height, the earth pressures can still partly transfer to the top of culvert, as a result the pressures on the culvert increase nonlinearly with the variation of height of fill and further the pressures are obviously lower than theoretical value by σ=γH.

模型试验和数值模拟计算结果表明,当填土达到一定高度后,高填方涵洞上方将产生明显的拱效应,但由于涵洞填土为破碎的岩土,其拱效应与岩石中开挖洞室上方的拱效应不同,高填方涵洞上方填土产生的"土拱"效应具有不稳定的特点,表现为随着填土高度的增加仍有部分土压力传递到涵洞上,涵顶土压力随填土高度成非线性增加。

The computational formula of dew point temperature was presented according to the physical feature of water vapor such as Michell's saturated water vapour pressure formula. Surface temperature inside wall body was also calculated. Then the comparison between them verified whether wall body has dew. At the same time, the temperatures of every material layer inside wall body were calculated. The partial pressures of saturated water vapour and actual partial pressures of water vapour for every material layer inside wall body were obtained. The two were compared so as to verify whether condensation appears inside wall body.

根据Michell饱和水气压计算公式等水蒸气的物理特性,给出了露点温度计算公式,再计算出墙体内表面温度,将二者进行比较,从而验证墙体是否结露;同时计算出墙体内部各材料层温度,求出墙体内部各材料层的饱和水蒸气分压力及各材料层实际水蒸气分压力,将两者比较,从而验证墙体内部是否出现冷凝。

In all patients, the soft tissue pressures were consistentlylower than the applied tourniquet inflation pressures.

所有病人的软组织的压力始终低于应用的止血带充气压力。

In brief, surrounding EOSs of solids at high temperatures-high pressures, this paper makes worthy explorations on the expressions of EOSs and anharmonic properties of solids, present some new approaches for theoretical predictions of behaviors for solids at high temperatures-high pressures.

总而言之,本文围绕高温高压下固体的EOS,对EOS的形式及非谐性质研究作出了有益的探讨,为固态物质系统行为的理论预测提供一些新的视角。

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It is also known as one of the most poisonous naturally occurring substances.

它也被称为一个最自然发生的有毒物质。

The greatest stress is found at the location on the cross section where V is the largest.

最大应力出现在横截面上V为最大的地方。

It is the most important three water problem which our country faces in the 21st century that flood and waterlog, drought and shortage of water, the deterioration of water environment.

洪涝灾害、干旱缺水、水环境恶化是二十一世纪我国面临的三大水问题。