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1)  volumetric strain
体积应变
1.
FISH functions written are used to calculate axial,lateral and volumetric strains as well as Poisson’s ratio of rock specimen in plane strain compression.
利用编制的计算平面应变压缩岩样轴向、侧向、体积应变及泊松比的FISH函数,采用FLAC模拟了加载速度对剪切带图案及岩样全部变形特征的影响。
2.
FISH functions were written to calculate axial,lateral and volumetric strains as well as Poisson’s ratio of rock specimen in plane strain compression.
采用FLAC内嵌语言编制了计算平面应变压缩岩样轴向、侧向、体积应变及泊松比的FISH函数。
3.
FISH functions written and embedded in FLAC to calculate axial,lateral and volumetric strains as well as Poisson s ratio were used to numerically investigate the influence of pore pressure on shear band s patterns and entire deformational characteristics of rock specimen in plane strain compression.
方法利用FLAC内嵌语言编制的FISH函数计算平面应变压缩岩样轴向、侧向、体积应变及泊松比。
2)  volume strain
体积应变
1.
On the basis of Biot’s consolidation theory,the distributions of the volume strain of soils along the depth was discussed considering of influences of permeability,shear modulus,wave period,water depth and soil thickness.
利用Biot固结理论,分析了波浪作用下海床土体的体积应变随深度分布情况,在此过程中考虑了土体的渗透系数、剪切模量、海床厚度、波浪周期和水深对海床土体的体积应变的影响。
2.
The results of triaxial creep experiments for unloading state show that the frozen soil has an obvious dilatancy,and its volume strain should not be neglected.
卸载状态下冻土三轴蠕变试验结果表明,冻土具有明显的剪胀性,且体积应变不能忽略。
3)  (the ratio of)volumetric strain
体积应变(率)
4)  pure dilatational strain
纯体积应变
5)  volumetric energy
体积应变能
6)  collapsibility volumetric strain
湿陷体积应变
补充资料:体积应变
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性质:指材料在外界载荷作用下产生的体积改变量与原体积的比值。体积应变是材料的力学性质之一,其值大小为材料的选择应用提供了参考。

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