| 1. | Prediction of surrounding rock bearing capability underground roadway
井下巷道围岩承载能力可能性的预测 |
| 2. | Analysis of the population bearing capability of the ecosystem function protection zone in western daqing
大庆市西部生态功能保护区土地资源人口承载力分析 |
| 3. | Finite element method ( fem ) was employed to numerically analyze the load - bearing capability and failure mode of corroded rc beam
采用有限元方法分析了锈蚀钢筋混凝土梁承载能力和破坏类型的变化规律。 |
| 4. | This task is involved in experiment research & analysis over gfrp wrap rc pole in order to improve its axial compress bearing capability
本课题是就玻璃纤维增强复合材料( gfrp )提高柱子轴心受压性能的试验研究和分析。 |
| 5. | For this reason , fractal analysis was used to study the wear resistance , bearing capability and lubricant retention property of machined surfaces in this paper
在此背景下，本文利用分形数学的研究方法针对表面耐磨性能、承载性能和储油性能进行了探索性研究。 |
| 6. | It is observed that the numerical results corporate well with the data monitored , and the bearing capability and settlement of foundation consolidated gets to the required values
论文理论计算结果与观测资料基本吻合，地基处理后达到了要求的承载力与变形指标。 |
| 7. | Finite element software will be used to analyze the influence of pole ' s section ' s size , shape and concrete ' s strength rank under the sticking gfrp over the pole ' s ultimate bearing capability
采用有限元分析软件定性地估计rc柱子的截面尺寸、形状以及混凝土强度等级对gfrp加固效果的影响。 |
| 8. | It is demonstrated by geologic survey data that the bearing capability and deformation of natural foundation are out of the scope of the required values , which means the natural foundation has to be treated
地质勘测资料表明天然地基不能满足油罐设计的承载力与变形要求，必须进行处理。本论文选题密切结合这项大型工程建设项目。 |
| 9. | Third , the paper is introduced and analyzed the calculation methods of bearing capability on reinforced foundation , then puts forward the calculation methods of bearing capability reinforced foundation . then this method is verified by projects
再次，介绍并分析国内外加筋地基承载力的计算方法，提出两种常用基础形式下加筋地基承载力的实用计算公式，并通过工程实例加以检验。 |
| 10. | Furtherly bearing capability of the beams is easy to calculate . results obtained from this method is compared with results from regulations for prestress concrete structure without bond and other methods suggested in other documentations
将采用此方法的计算结果与按照《无粘结预应力混凝土结构技术规程》中的公式及其它文献建议的方法进行了对比,表明本文推导的方法具有简单适用且误差小的特点。 |
