| 1. | The rate of loading should be 300 metric tons per workable hatch .
每个可使用的舱口的装货率应为300公吨。 |
| 2. | Paper and board determination of tensile properties - constant rate of loading methods
纸和纸板抗张强度的测定 |
| 3. | Paper and board . determination of tensile properties . constant rate of loading method
纸张和纸板.抗拉性能测定.恒速载荷法 |
| 4. | Rate of load steam loss
有负荷漏汽率 |
| 5. | Determination of the tensile properties of paper and board - constant rate of loading method
纸和纸板拉伸性能测定.第1部分:恒定加载率法 |
| 6. | And the essential reason of influence of different frequencies on rock life was different rate of loading
幅值和波形影响的实质是能量耗散的不同，而频率影响疲劳寿命的实质在于加载速率的不同。 |
| 7. | Test method for determination of the modulus of elasticity for rigid and semi - rigid plastic specimens by controlled rate of loading using three point bending
用三点弯曲法测定在装载控制速度下刚性和半刚性塑料样品弹性模量的方法 |
| 8. | Standard test method for determination of modulus of elasticity for rigid and semi - rigid plastic specimens by controlled rate of loading using three - point bending
用三点弯曲法测定在装载控制速度下刚性和半刚性塑料样品的弹性模量的标准试验方法 |
| 9. | The study shows that besides boundary conditions , the factors influencing the nonlinear consolidation behavior of soils are the compression index cc , the permeability index ck , the level and the rate of loading , and the thickness of soil , etc . in nonlinear consolidation , especially for layered soils , the average consolidation degree defined by settlement , us is greater than the one defined by effective stress , up , i . e . , the rate of the development of settlement is greater than that of the dissipation of excess pore water pressure
研究表明，除边界条件外，影响软土地基一维非线性固结性状的主要因素是压缩指数c _ c 、渗透指数c _ k 、荷载大小与加荷速率、土层厚度等。对于非线性固结，特别是成层地基，按沉降定义的平均固结度u _ s大于按有效应力定义的平均固结度u _ p ，即沉降发展速率要快于超静孔压消散的速率。 |
| 10. | There are two parts in this paper . the first part studies the deformation behavior of soft soil under embankment by laboratory model test . in the tests , we mainly considered a few factors , such as depth of soft soil , the magnitude and rate of loading , and its slope angle etc , which effected on the deformation of soft - soil foundation
本文分为两个部分，第一部分是通过室内模型试验对路堤下软土地基的变形特性进行了再认识，在试验中考虑了软土层的厚度、荷载大小和加荷速率以及软土层的倾斜等几个因素对软土地基的侧向变形和竖向变形的影响。 |
