| 1. | This book is concerned with the stability of rock slopes .
本书论述了岩石边坡的稳定性。 |
| 2. | In this case there is no background experience of slope behaviour .
在这种情况下，没有关于边坡行为的实际体验。 |
| 3. | In this case there is no back ground experience of slope behaviour .
在这种情况下，没有关于边坡运动的实际体验。 |
| 4. | There is little point in collecting data for slopes which are not critical .
对于非危险的边坡资料的收集，没有多少问题。 |
| 5. | Probability theory has two distinct roles in the design of rock slopes .
概率理论在岩石边坡设计中有两个性质不同的作用。 |
| 6. | In terms of practical rock slope engineering, these methods have limited usefulness .
对于实际岩石边坡工程来说，这些方法的实用性很有限。 |
| 7. | The economic benefits gained in this way can be negated by a major slope failure .
以这种方式得到的经济利益，可能被一次大的边坡破坏所抵消。 |
| 8. | The slope designer is unlikely to be faced with unpleasant surprises when the slope is excavated .
边坡设计者不会在开挖边坡时遇到令人吃惊的坏情况。 |
| 9. | A tension crack running parallel to the crest of the slope can also be included in the calculation .
平行于边坡眉线延伸的张裂隙也可以包含在计算之中。 |
| 10. | flatten slope to 46° to give a factor of safety of 1. 3 under saturated conditions.
削坡到46，给饱水条件下的边坡以13的安全系数。 |
