| 1. | Specification for standard penetration test
标准贯入试验规程 |
| 2. | Method for standard penetration test
标准透入试验方法 |
| 3. | Standard penetration test
标准贯入试验 |
| 4. | Calculating jacking resistance of jacked pile by using beating counts of standard penetration test
利用标贯击数估算静压桩的沉桩阻力 |
| 5. | Geotechnical investigation and testing - field testing - part 3 : standard penetration test
土工调查和检验.现场检验.第3部分:标准渗透性试验 |
| 6. | Geotechnical investigation and testing - field testing - part 3 : standard penetration test iso 22476 - 3 : 2005 ; german version en iso 22476 - 3 : 2005
土工调查和检验.现场检验.第3部分:标准渗透性试验 |
| 7. | ( 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。 |
| 8. | Based on the distribution regularities of stratigraphic sandy soil in the tianjin yongdingxin river estuary area , the in - situ standard penetration test ( spt ) method and the indoor dynamic triaxial test method were used to make the sandy soil liquefaction discrimination
摘要根据天津永定新河口滩涂地层沙性土分布规律，采用现场标准贯入试验和室内动三轴试验两种方法进行了沙性土的液化判别。 |
| 9. | 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。 |
| 10. | ( 4 ) to determine liquefaction potential in site , several viable approaches are used , and these are ( 1 ) the standard penetration test ( spt ) , ( 2 ) measurement of in - situ shear wave velocity ( vs ) , and ( 3 ) use of test data and seed & idriss method . considering the non - linear of the soil , we calculate the earthquake response of the soil with the hardin - drnevich model and the finite element method . finally , we estimate the liquefaction capability of the site during earthquake in xuzhou , jiangsu province
中国地展局工程力学研究所硕士学位论文川采用《建筑抗震设计规范》 ( gb50on一2001 )基于标准贯入试验的判别法、基于场地剪切波速的液化判别方法和seed一idriss简化法对可液化场地进行了液化判别;考虑土的非线性，采用等效线性化模型，利用有限元方法进行了场地的地震反应分析;并对沪蓉高速铁路徐州段可液化场地的地震液化性能做出了综合评价。 |
