| 1. | The application of high - strain dynamic tentative piling technique to determining limited bearing capacity of pile endpoint soil is a good method in the field of dynamic depth detection
应用高应变动力试桩法确定桩端土的极限承载力是动力触探领域中的一种好方法。 |
| 2. | The application of high - strain dynamic tentative piling technique to determining limited bearing capacity of pile endpoint soil is a good method in the field of dynamic depth detection
摘要应用高应变动力试桩法确定桩端土的极限承载力是动力触探领域中的一种好方法。 |
| 3. | Abstract : the application of high - strain dynamic tentative piling technique to determining limited bearing capacity of pile endpoint soil is a good method in the field of dynamic depth detection
文摘:应用高应变动力试桩法确定桩端土的极限承载力是动力触探领域中的一种好方法。 |
| 4. | ( 5 ) the excavating examination and dynamic sounding examination are used to testify the construction quality of the vibroflotation process . standard penetration test is also used to test the fill - material between the stone columns
对振冲处理效果和质量，采用了开挖检查，桩体动力触探检测，桩间士初、川:贯入试验及取样试验等方法对施土效果和质量进行检测。 |
| 5. | This paper has described the authors experience acquired in applying the ground - penetrating radar , rayleigh wave and dpt to examining weak groundsill in the subway tunnel , and also discussed the application conditions of these means as well as their merits and shortcoming
摘要介绍了在地铁隧道工程建设中使用探地雷达与瑞雷波法结合轻便动力触探技术检测软弱地基的经验和几点认识，并讨论了该勘察方法的应用条件和优点。 |
| 6. | Abstract : based on the analysis of pipe ramming procedure , thi s paper presented the method calculating the ramming resistance force according to the results of strata pressure and dynamic probing , and the method calculating displacement , li mit length of rammed pipe and max . pressure inside pipe according to wave dynami cs
文摘:分析了夯管锤夯入钢管的过程，提出了依据地层压力和动力触探结果计算夯入钢管阻力的方法；还提出了应用波动力学计算夯入钢管位移、极限钢管夯入长度及钢管内最大压应力的方法。 |
| 7. | The detection of foundation improvement now mainly depends on drilling hole test and standard penetration test , dynamic penetration test and plate loading test . but in the large area dynamic foundation , the relatively less measure points ca n ' t totally reflect the effect of dynamic compaction
现有的地基加固效果的检测方法主要是采用钻孔和标准贯入、动力触探和载荷试验等原位测试方法，对于大型的（或大面积的）强夯地基来说，测点相对较少，不能全面的反映地基强夯处理的效果。 |
| 8. | Secondly , the application of the heavy dynamic penetration and static load test to inspect the composite foundation is discussed , and the pattern of the change of the stress ratio was analyzed , the results show that the messured data and the theoretical value are consistent
其次以临长高速公路软土地基处理工程为背景，深入探讨了重型动力触探和现场静载荷试验在碎石桩复合地基中的应用，实测了各级荷载作用下碎石桩复合地基桩土应力比的变化规律，且理论计算与实测结果吻合较好。 |
