| 1. | Analysis of the reinforced soils strength using damage theory
从损伤角度讨论加筋土的强度 |
| 2. | Influence of iron element on soil strength in water - soil interaction system
水土作用体系中铁对土体强度的影响机理初探 |
| 3. | Theoretical analysis on soil strength index in the calculation of bearing capacity
地基承载力计算中强度指标的理论分析 |
| 4. | So in the project design , it is necessary to give actual watei content in the computation of soil strength value
在实际工程设计中，对土的强度取值，必须考虑土的实际含水量。 |
| 5. | Stability analysis of pile - stabilized slopes considering both nonhomogeneity and anisotropy of soil strength using upper bound method of limit analysis
考虑非均质各向异性效应的阻滑桩加固土坡稳定性分析 |
| 6. | Thus , we should take into fully consideration construction disturbance influences on soil strength in real project practice
因此在对实际工程进行强度和变形分析时，应该考虑到施工扰动对环境地层土体强度的影响。 |
| 7. | The testing and analysis have shown the tunneling construction disturbance makes the soil strength change and tends to be lower in all
试验和分析结果表明：由于隧道施工扰动的影响，使得土的强度发生了变化，总体上降低了土的强度。 |
| 8. | The results have shown that the changes of water content in the scope of 10 - 20 % have greatly influences on soil strength
结果表明：随着含水量的增大，土的强度降低，但降低的幅度不一样，当土的含水量在10 20之间变化时，含水量的变化对土的强度影响极为明显。 |
| 9. | A large amount of data were acquired from the measurement in situ surfacial soil strength on the tidal flat by using portable cone penetration , shallow drilling , laboratory analysis of delta , and other means
利用轻型静力触探对滩面表层土体强度进行密集型的测试，同时结合浅层钻探，室内试验等手段，获得了大量数据，进行了资料整理、分析。 |
| 10. | As soon as the tunnel boring machine advances 1m forward , 6 pieces of pre - cast concrete segment are fabricated and forming a ring with internal diameter of 5 . 6m to support soil outside , while simultaneous back - filling and 32 - hole chemical grouting injector equipment installed with tunnel boring machine consolidating soil instantaneously to enhance the soil strength . the tunnel boring machine is also equipped with guided top gyroscope and true circularity retaining device for construction accuracy
其中值得一提者，板桥土城线所采用之潜盾机系新型之土压平衡式机种，具同步背填灌浆之功能，对地表沉陷之控制成效优良，目前已贯通并通过民房及商业区下方之下行隧道其初期沉陷均控制在5mm之内，二次沉陷及最终沉陷平均总量最大亦仅18mm ，远优于初始设计的警戒值30mm 。 |
