| 1. | The initial or frozen-in double refraction is replaced by an equivalent or virtual state of stress .
初双折射或被冻结的双折射，可用一个等效或有效应力状态来代替。 |
| 2. | Absorbed cohesion and affective stress of unsaturated soils
湿聚力及非饱和土有效应力探索研究 |
| 3. | Effective stress approach of shear strength
剪胀抗剪强度有效应力法 |
| 4. | Effective stress strength parameter
有效应力强度参数 |
| 5. | Absorbed suction and principle of effective stress in unsaturated soils
湿吸力及非饱和土的有效应力原理探讨 |
| 6. | Effective stress failure envelope
有效应力破坏包线 |
| 7. | Effective stress failure envelop
有效应力破坏包线 |
| 8. | Principle of effective stress
有效应力原理 |
| 9. | Effective stress tensor
有效应力张量 |
| 10. | The calculation of negative friction on pile foundation by effective stress iterative method
有效应力迭代算法计算桩基负摩擦力 |
