1) body strain
体应变
1.
Comprehensive analysis of body strain observation in Liyang Seismic Station;
溧阳体应变观测资料综合分析
2.
We analyzed the relations between the observations with Sacks body strain meter and solid tide,atmospheric pressure,pumping and rainfall during 2003—2006 at Baodi seismostation in Tianjin.
研究了2003—2006年天津宝坻地震台Sacks体应变观测值与固体潮、气压、抽水和降雨的关系,认为固体潮汐是影响体应变日波、半日波变化的第一种主要因素,与其呈同步、线性、正相关关系,月回归系数平均值为0。
3.
The anomoly change of the body strain at Jinzhou seismic station before Kunlun mountain MS8.
1级地震前锦州地震台体应变异常变化作了初步的分析与探讨,认为大震前应力变化存在一个"渐变—大变—减变—平静—发展"的过程。
2) volume strain
体应变
1.
Calculating B value of aquifer from volume strain and water level response to seismic waves at Changping seismic station;
从昌平井体应变、水位对地震波的响应特征求算含水层的Skempton常数
2.
The response characteristics of the volume strain to the Zhangbei earthquake in Huailai Seismic Station;
怀来体应变对张北地震的反应特征
3.
By studying the variation of shape and area of s -e hysteresis curve and the variation of volume strain with axial strain,the evolvement of micro-damage of rock,the variation of axial strain and the strain hardening and softening under cycle loading condition are discussed.
通过对s - e 滞回曲线和滞回曲线的 面积、体应变随轴向应变的变化,探讨了岩石在循环载荷作用下微损伤的演化,通过轴向应变随时间的变化,探讨了循环载荷作用下的应变硬化和软化以及饱和液体对应变随时间变化曲线的影响。
3) volumetric strain
体应变
1.
It shows that:(1) the volumetric strain takes different physical states,including three types of shear contraction (C1 type under initial loading,C2 type without dilation .
结果表明:(1) 体应变可视具体条件表现为C1型剪缩(初次加荷)、C2型剪缩(卸荷前未产生剪胀)、C3型剪缩(卸荷前产生剪胀)、剪胀P及剪刚R(再加载无胀缩)等物态有规律的变化;(2) 各物态的体应变均与所作用的偏应力比有良好的线性关系。
2.
Pointed out is the uniqueness of the relation ship between re consolidation volumetric strain and pore pressure after impact loading for both overconsolidated clay and normally consolidated clay.
通过人工制备超固结土的方法研究超固结土在三轴剪切作用和冲击荷载作用下的变形性状，指出超固结土再固结体应变与冲击孔压的关系仍可由正常固结土所得关系来唯一地加以描述。
4) bulk strain
体应变
1.
A study on the observation data of the bulk strain at Suyang Seismic Station,Jiangsu province indicates that Fore-and-aft the South Yellow Sea Earthquake,the Taiwan Earthquake and the Qinghai Earthquake,the bulk strain data at this station shows quite obvious abnormity,and has a regular pattern of variation and some abnormal features.
地震台站一线的工作人员对本台产出的观测资料的可靠性最有发言权,溧阳地震台的体应变观测资料在历年的全国资料质量评比中连续6年获得前三名。
2.
The purpose of this paper is to analyze the bulk strain observation data of Changchun Seismic Station at 5 days after a destructive earthquake of magnitude 9.
0级大地震后5天的长春台体应变观测资料,利用功率谱密度估计方法,在没有对资料进行去固体潮处理的情况下,较准确地获得了大地震激发的基频球型振荡,并与地球初步参考模型(PREM)的理论自由振荡频率进行了对比,发现实测振荡频率与PREM预测的振荡频率基本符合。
6) 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。
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