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1·The uncertainty of G/Gmax is obvious at the large strain, while that of is obvious at the small strain.

大应变时动剪切模量比不确定性大，而小应变时阻尼比离散显著；

2·Field measurement showed that the strain in most of geotechnical engineering regions belongs to small strain.

现场测试表明岩土工程中应变一般都比较小。因而近年来岩土小应变问题受到重视。

3·So the comparison of large strain method and small strain method should be carried out with total stress method.

当应变很大时，大变形法和小变形法计算的沉降和孔压差异很大。因此，大小变形法分析结果的比较应采用总应力法。

4·Reduced integrated quadratic shell element S8R5 can provide accurate solution for small strain membrane bending problem.

减缩积分二次单元S8R5对于小应变薄膜弯曲问题的模拟能给出精确解。

5·Different wave shapes can be acquired in pile foundation with small strain by means of different types of instruments for detecting.

采用抗混滤波器的检测仪与普通滤波器检测仪进行桩基低应变检测时，得到的波形不尽相同。

6·Geomaterials exhibit many special characteristics in small strain stage which are different from those in middle or large strain stage.

岩土小应变情况下表现出许多与一般中大应变实验不同的特性。

7·The study result shows that in small strain rate region, strength-strain rate sensitivity is controlled by thermoactivational mechanism.

分析表明，在小应变率的范围内，材料强度-应变率依赖性受热活化机制控制；

8·By assuming a simple cubic arrangement of the aggregates, the small strain behavior of the junction rubber is analyzed in extensional mode.

假定聚集体为简单的立方体排列，以外延方式分析连接橡胶的小应变行为。

9·Although the experiments are restricted to small strain, it still reveals significant nonlinear viscoelastic behavior for polymer materials.

尽管实验限制在小变形范围之内， 高分子材料仍表现出明显的非线性粘弹性性能。

10·Inthis paper, we analyzed several problems in the process of measuring small strain stake foundation which influenced the final measure effects.

本文着重从反射波法小应变桩基检测过程中对最终测试结果影响较大的几个方面进行分析。