| 1. | Specification for dynamic penetration test
圆锥动力触探试验规程 |
| 2. | Subsoil - field investigations - part 1 : cone penetration tests
心土.野外勘测.第1部分:圆锥触探试验 |
| 3. | Specification for cone penetration test
静力触探试验规程 |
| 4. | Static cone penetration test
原位测试静力触探试验 |
| 5. | Dynamic penetration test
原位测试动力触探试验 |
| 6. | Light sounding test
原位测试轻便触探试验 |
| 7. | Application of static cone penetration test in geotechnical engineering investigation
静力触探试验在岩土工程勘察中的应用 |
| 8. | Cone penetration test
圆锥触探试验 |
| 9. | The shear strength increases by 3 - 6 times after improvement through vane shear test and the resistance increases largely through cpt . the soft foundation treated by vacuum combined with surcharge preloading is very effective . second , the mechanism and some problems of vacuum combined with surcharge preloading were analyzed
通过十字板剪切试验与静力触探试验，加固后土体的抗剪强度一般可提高3 6倍，锥尖阻力与侧壁阻力也有大幅增长，说明真空联合堆载预压加固软土地基的效果显著。 |
| 10. | By comparing a number of dmt data with parameters of lab tests , cone penetration tests and vane shear tests from several magnitude projects in shanghai , the authors develop empirical formulae for calculating the bearing capacity of foundation soil from the dmt and assess their accuracy
利用上海地区部分重大工程中的扁铲侧胀试验数据，在与室内土工试验、静力触探试验及十字板剪切试验的试验参数相关分析的基础上，经数理统计后给出了上海地区用扁铲侧胀试验计算地基承载力的经验公式，并对其计算精度进行了评价。 |
