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1·Study of tests for measuring lateral strain localization of undisturbed clay in the condition of plane strain compression was rarely reported at home and abroad.

原状粘性土在平面应变条件下量测侧向局部变形的试验研究国内外鲜见报导。

2·Based on the shape factor and the effective Poisson ratio an effective method to transform from lateral strain of funnel-like specimen to axial strain of standard specimen is developed.

基于形状因子与等效泊松比的原理，建立了——漏斗型小试样径向应变向轴向应变换算的等效方法。

3·Admittedly, it is possible that genes encoding gas vesicle proteins may have been obtained by strain Fryx1 through lateral gene transfer.

公认的，这可能是基因编码的气泡蛋白被Fryx1株通过横向基因转移获得。

4·It is found that lateral deformation exists, which implies the condition of plane strain does not fulfill.

试验表明沿滚轮和轨道的侧向存在变形，不满足平面应变问题的条件。

5·Similarly, the reason for lateral snap-back is that the recovery of lateral elastic strain is faster than the increase of lateral plastic strain.

侧向回跳的原因是侧向弹性应变的恢复快于侧向塑性应变的增加。

6·The strain rate sensitivity of concrete tends to decrease with higher lateral confined stress.

在较高的恒定侧向压力下，混凝土材料对应变速率的敏感程度降低；

7·Strain gages were placed distal to the fracture site to monitor fragment strain. A linearly variable differential transformer measured lateral displacement of the proximal femur.

“应变计”被放在骨折部位的远端来监测折端压力，并用一个直线变量的“插接变量器”来测量近端股骨的侧方移位。

8·It is shown that the observed volume change in tests can be predicted accurately with the proposed relationship between lateral and axial strain.

所建立的侧向应变与轴向应变间的关系能够对三轴试验中的体积变化进行符合试验情况的描述。

9·Firstly, dissipated energies induced by axial and lateral plastic deformations due to shear strain localization initiated at peak strength in strain softening stage is analyzed.

首先，由于在应变软化阶段的峰值强度的剪切应变局部化启动的纵向和横向的塑性变形引起的耗散能进行了分析。

10·Higher lateral deformation and Poisson's ratio as well as negative volumetric strain can be reached for higher pore pressure even though axial strain of specimen is lower.

较高的孔隙压力，即使试样的轴向应变为低，可以达到较高的横向变形和泊松比，以及负体积应变。