| 1. | Technical specification for electrical cone penetration test
静力触探技术标准 |
| 2. | Technical specification for electrical cone penetration test
静力触探技术规程 |
| 3. | The fractal analysis of static cone sounding curve
静力触探曲线的分形分析 |
| 4. | An analysis of cpt - one of on - the - spot foundation exploration methods
地基土测试的静力触探方法分析 |
| 5. | Application of cpt technology to detecting of composite ground quality
静力触探在复合地基质量检测中的应用 |
| 6. | Approximate theoritical and experimental research development of cone penetration resistance in static cone penetration test
静力触探锥头阻力的近似理论与实验研究进展 |
| 7. | 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。 |
| 8. | Application of cpt technology in the loess area , the bearing capacity of artificial composite ground is determined . moreover , the correspondence relationship between the curve feature of cpt and the compact effect of lime - mud soil compact pile is discussed
论述了静力触探( cpt )技术在黄土地区对人工复合地基承载力的确定，以及静力触探曲线特征与灰土挤密桩挤密效果的对应关系。 |
| 9. | This paper describes in brief the basic principle of geological radar technique and static rod in - situ test technique and , with practical examples , illustrates the application of combined geological radar and static rod test to the inspection of highway roadbed fill ( quantity ) and its effect
摘要阐述地质雷达和静力触探原位测试技术的基本原理，并通过实例，介绍了具体检测方法及在公路路基填方量检测中的应用效果。 |
| 10. | Based on the result of the comparision static penetrat ion test and field vane shear test before and after the treatment of soft founda tions for a experimental section , and based on four static loading tests for two single piles and two composite foundation , behaviors of soil among piles before and after the construction of powder - spray piles and the pattern of the ch ange of the stress ratio between piles and soil are studied , a new determination met hod for bearing capacities of cement powder - spray piles and composite foundati on is proposed , and the formula for calculation of composite foundation bearing capacity are revised
基于某试验路段软基处理前后静力触探、十字板试验的对比测试和对两根单桩、两处单桩复合地基进行的4次静载试验，研究了桩间土性状在施工水泥粉喷桩前后的变化和桩土应力比的变化规律，提出了根据静载试验确定粉喷桩及其复合地基承载力新的取值方法，并修正了复合地基承载力的计算公式。 |
