| 1. | Soil and rock testing public works category
土壤及岩石试验 |
| 2. | Standard for method of rock tests
工程岩体试验方法标准 |
| 3. | Specifications for rock tests in water conservancy and hydroelectric engineering
水利水电工程岩石试验规程 |
| 4. | Standard guide for format of computerized exchange of soil and rock test data
土壤和岩石数据的计算机交换格式标准指南 |
| 5. | Soil soil and rock testing
土壤及岩石试验 |
| 6. | The basic methods of wavelet analysis is introduced with its application to the signals obtained in rock testing
摘要介绍了小波分析的基本方法及其在岩石测试信号分析中的应用。 |
| 7. | 2 . by using the rmt - 150b servo rock testing system , we have performed uniaxial compression test and analysed mechanical parameter of swelling pressure at different water contents . 3
利用自制的膨胀仪，对红山窑膨胀岩进了侧向约束无荷载膨胀试验、侧向约束轴向加压条件下的膨胀试验以及膨胀压力测试。 |
| 8. | Summary must be a condensed version of body of the report , written in language understandable by those members of mine management who may not be specialists i the field of rock testing , but who are nonetheless responsible for the work
原译：摘要必须是报告的编写本，要以矿山管理部门人员能够理解的语言编写，这些人虽不是岩石试验方面的专家，但他们对这方面的工作负责。 |
| 9. | If this research could be used in rock testing experiments , the error produced by man eyes and manly controlling can be purged . , and the experiment efficiency could be highly increased . it can improve the normal regulations rock experiment technology
该研究成果投入生产使用后，将大大缓解工作效率低的矛盾，解决传统测试过程人工观察、手工计时的误差问题，对常规岩石物性测试技术的整体提升将起到积极的促进作用。 |
| 10. | The reference values of strength parameters of the grounds and rock - fillers of the high rock - filled embankment on liuzhai - shuien highway in guangxi are obtained in this paper by synthetically analyzing the construction technology at home and abroad and indoor rock tests . by comparing the analysis method of settlement laws and thoroughly analyzing the datum of the embankment settlements of liuzhai - shuiren highway from the whole cons truction period , a new method generated from expectation technology to analyze the embankment settlement laws , " compete " growth curve , is presented in this paper and the result tallies with the observation data . for there are shortcomings in indoor rock tests , in this paper by combining finite element method with duncan - chang nonlinear constitutive model and composite method , a method for back analysis of the strength parameters of rock fillers is presented with a corresponding program , which has been successfully applied
通过对国内外已有高填石路堤修筑资料的综合分析及室内岩石试验，获得了寨任二级公路高填石路堤地基及填料强度参数的参考值；通过对路堤沉降发展规律现有分析方法的比较及对广西寨任二级公路高填石路堤修筑工程中的沉降全过程观测资料深入分析，运用预测技术，提出了路基及路堤沉降发展规律分析的“龚帕斯”成长曲线分析方法；针对室内岩石试验的局限，运用有限元技术，结合邓肯一张非线性本构模型和复形调优法，提出了高填石路堤填石料强度参数的反演方法，开发了相应的反演分析程序，并成功地反演了广西寨任二级公路高路堤填石料的强度参数值。 |
