1)  Plaxis volume strain
Plaxis volume strain
2)  Plaxis
Plaxis
1.
Further more,it showed that PLAXIS were better than traditional .
计算结果表明,传统的沉降计算方法因为无法处理断面形状复杂、大埋深和深厚淤泥地层等问题,计算效果都很不理想;相反,利用PLAXIS有限元软件能在一定程度上解决这一问题,计算结果与工程实测值也比较接近,优于传统的沉降计算方法。
2.
The program of PLAXIS is adopted to analyse the slope stability.
通过PLAXIS有限元程序对一边坡算例进行分析,根据实际工程的需要选择理想弹塑性模型和莫尔-库仑屈服准则进行数值模拟,并对比分析了土体分别设置为排水条件和不排水条件时的情况。
3)  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。
4)  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。
5)  volume strain-meter
六合体应变
1.
The study on the response ability to earthquake by use of volume strain-meter at Liuhe seismic station shows that the abnormal strain is appeared as extensive before the earthquake occurred in the west of Liuhe station or compressive when the earthquake occurred in the east.
本文研究了六合体应变的映震效能。
6)  volume borehole strain meter
体积式钻孔应变仪
参考词条
补充资料：critical fiber volume fraction
分子式：
CAS号：

性质：能使纤维增强复合材料的抗张强度比纯聚合物基体的抗张强度有所增加时，所需加入纤维的最小体积分数。

说明：补充资料仅用于学习参考，请勿用于其它任何用途。