- 弹能模数
- 地基应力和变形回弹模量
- 回弹模数
- 回弹能模量
- 回弹系数
- 回能模量
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modulus of resilience中文什么意思
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- Modulus of resilience
弹能模数 - Modulus of resilience which represents stress - strain properties of the roadbed and material strength of the roadbed is a very major parameter in road surface designing
回弹模量充分反映路基应力应变特性及路基力学强度和变形性，是路面设计中的一个关键参数。 - Under the conditions of dry , optimum moisture content or half of optimum moisture content and three kind diameter of loading boards , the main factors relative to modulus of resilience are also studied through the test of modulus of resilience
在干燥、最佳含水量、一半最佳含水量和三种不同直径大小承载板情况下做回弹模量试验，研究了影响回弹模量大小的主要因素。 - On the basis of field investigation and a lot of tests , the paper detailed researches the engineering geology properties of xigeda filling material . the distinction of the modulus of resilience was analyzed , and the influence of the intrinsic factors including moisture content , dry density , mudstone content and the external factors including compaction mode , paving thickness were adequately discussed . based on the researching how various factors influence the road compaction effectiveness , the author studied the relationship between modulus of resilience and roadbed compaction quality index , connected the compactness with modulus , and listed the data of the modulus in the various compaction area
基于此，本论文在大量现场调查、室内外试验资料基础上，详细研究了昔格达填料的工程地质性质；通过路基回弹模量特征的研究，充分阐述了含水量、干密度、泥岩含量等“内因” ，及压实方式、松铺厚度等“外因”对路基模量值的影响；在分析众多因素对路基压实效果影响的基础上，开展了回弹模量与路基压实质量指标间关系的研究，进而把现场压实度与现场回弹模量有机的联系起来，给定了不同压实区间对应的模量值。 - To discuss farther the relation between compaction and deformability , moreover bring forward the reasonable method of roadbed compaction quality detection , the writer used the settlement data of the roadbed to validate father the correctness of the modulus value ; and demonstrated that it was not reasonable that the compactness is regarded as the only index representing compaction quality in the criterion , and demonstrated that the modulus of resilience is a credible index which represents compaction quality by contrasting the deformability of roadbed modes in the different compacted condition
为了进一步探讨路基压实与变形之间的关系，从而确定有效的路基压实质量检测方法，论文以昔格达填料路堤沉降监测资料为依据验证了路基模量取值的正确性，通过不同压实状态下路基变形性的对比，论证了规范中仅以压实度控制路基压实质量存在弊端，提出了路基填筑层模量是控制路基压实质量的可靠指标。