1) collapsibility volumetric strain
湿陷体积应变
2) collapsibility shear strain
湿陷剪切应变
3) 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。
4) 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。
5) collapsible deformation
湿陷变形
1.
Laboratory tests are performed to reveal the structural properties and collapsible deformation characteristics.
为了真实地反映黄土的结构性、湿陷变形特性,在室内试验的基础上,应用充分扰动饱和粘土的稳定孔隙比和稳定状态原理,根据不可逆变形由团块之间滑移和团块破碎机理所引起的概念及土体损伤演化定律,建立了非饱和黄土的屈服函数和损伤函数,得到了非饱和原状结构性黄土的结构性数学模型。
6) collapse deformation
湿陷变形
1.
Assessment of calculating methods of collapse deformation of subsoil of collapse loess;
湿陷性黄土地基湿陷变形计算方法的评价
2.
It indicates that the anisotropy of collapse deformation and loess compression deformation is particularly evident,more.
结果表明,黄土的湿陷变形与压缩变形的各向异性相当显著,而且按不同方向压缩的过程中,湿陷变形与压缩变形之间存在相互转化关系:竖向压缩时,土体的湿陷性最大,压缩性最小;沿45°方向压缩时,土体的湿陷性最小,压缩性最大;沿水平方向压缩时,其湿陷性和压缩性都介于前两者之间。
3.
This paper lays special stress on introducing collapse deformation and moisture increasing deformation,engineering properties and natural properties of collapsible loess,and evaluation of pile foundation s bearing capacity on collapsible loess.
本文着重介绍了在湿陷性黄土工程中 ,湿陷变形与增湿变形 ,湿陷性黄土工程属性及固有属性 ,以及湿陷性黄土桩基承载力评价等问题。
补充资料：体积应变
分子式：
CAS号：
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。
CAS号：
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。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条