| 1. | Calculation of active earth pressure on rankine ' s theory
理论的主动土压力计算 |
| 2. | The study of reduced coefficient of active earth pressure
主动土压力折减系数的研究 |
| 3. | Analysis of active earth pressure of unsaturated expansive soil
非饱和膨胀土的主动土压力分析 |
| 4. | On active soil pressures on broken back of retaining walls
对挡土墙折线型墙背上主动土压力的研究 |
| 5. | Coefficient of active earth pressure
主动土压力系数 |
| 6. | Active earth pressure
主动土压力 |
| 7. | Calculation of active earth pressure in unsaturated expansive soil based on columb earth pressure theory
基于库仓理论的非饱和膨胀土主动土压力计算 |
| 8. | Finally the reduced coefficient of active earth pressure has been analyzed in this paper , which further confirmed the formula rationality
最后对主动土压力折减系数做了分析,进一步验证了公式的合理性。 |
| 9. | The analysis results indicated that the earth pressure was related to the material in properties pattern , distributed in parabolic pattern , and its value was greater than the active earth pressure
结果表明，此类挡墙墙背土压力的分布与填料及地基材料参数有关，一般呈抛物线形分布；土压力的大小远大于主动土压力。 |
| 10. | According to the coulomb ' s earth pressure theory , from the condition of the static equilibrium of the force when the slide wedge was in limit equilibrium , a formula was derivated for the calculation of active earth pressure of cohesive or non - cohesive backfill soils
摘要根据库伦土压力的计算原理，从滑动楔体处于极限平衡状态时力的静力平衡条件出发，推导出了计算粘性土或无粘性土主动土压力的公式。 |
