Chinese translation for "遍数"
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- number of passes
Related Translations:
一遍: ippenonce more=once again 遍在: omnipresenceubiquityubiquity 多遍算法: multipass algorithm 代码生成遍: code generation pass 多遍编译程序: multipa compilermultipass compiler
- Example Sentences:
| 1. | The optimum passes of impact compaction is also described , which can be referenced by the implement of impact compaction technique 找出了冲击压实的最佳压实遍数,为冲击压实施工技术提供了参考。 | | 2. | Hurstwood did his best to see that carrie won the money . he rejoiced in her success , kept counting her winnings , and finally gathered and put them in her extended hand 他为她赢了钱高兴,一遍遍数她赢的钱,最后把钱堆在一起,放在她伸出的手里。 | | 3. | The test shows that optimum shocking and compaction quantities is different to different virtual height of packing materials , and optimum virtual height and shocking and compaction quantities is put forward 其中不同虚铺厚度填料有相应的最佳碾压遥数,并从技术经济的角度提出了最佳的虚铺厚度及其碾压遍数,并建议施工控制以沉降率为主。 | | 4. | The results show that , the settlement of rockfill increases with vibration compaction times adds , its density enhances , when the settlement of rockfill reaches some extent , it decreases instead increases with the vibration compaction increases , moreover the density reduces 试验结果表明:随着振动压实遍数的增加,填石层的沉降增加,密实度提高,但当沉降达到一定值以后,随着振动压实遍数的增加,填石层的沉降不增加反而减少,密实度降低。 | | 5. | This paper conbined with the indoor test and the scene test road , through the synthetical analysis of the factors of influencing densification effect for the densification thickness of filling stone roadbed . the maximum grain size of fill material , densification machinery and densification frequency et al . advanced a control norm of the maximum grain size and piy of compression , established ration evaluating the control standard of densification quality of filling stone roadbed under overload . comparing with result of indoor test and the scene test road , studied on theory of densification in different kinds of stone material and perfected the control system of the densification of filling stone roadbed under overload 结合室内试验和现场试验路的实测数据,通过对填石路基的压实厚度,填料最大粒径,压实机械及压实遍数等影响压实效果的因素的综合分析,提出填石路基的最大粒径和摊铺厚度的控制指标,建立定量评定超重载交通下填石路基压实质量的控制标准,并对照室内试验和现场试验结果,研究不同石料条件下的压实理论,补充完善了填石路基压实控制指标体系。 | | 6. | Abstract : based on laboratory test results , a model for predicting the residual deformation of soft clay under impact loading is proposed in this paper , which fits well with other test results . this model , considering several factors which affect the residual deformation such as confining pressure , impact energy and the number of impacting , can be used for the deformation prediction in the treatment of saturated soft clay by the drainage consolidation method of combining static and dynamic loading 文摘:在试验基础上建议了一个预测冲击荷载作用下饱和软粘土残余变形的计算模式,该模式考虑了周围压力、冲击能大小、冲击次数和冲击遍数等几个因素.对计算模式的验证表明,预测值与实测值吻合较好.该模型可用于动静结合排水固结法处理软基时的变形计算 | | 7. | Conclusions as following have got through test study : ( 1 ) when impact compaction technology is applied to treat collapsible loess subgrade , the effect depth may be treated generally can not override 80 cm and impact compaction pass is optimum at 30 times . ( 2 ) for stratified impact compaction of subgrade , when compactness of each level reaches codeslstandards loose laying depth of 80 cm fits 40 impact compaction pass is the optimum combination of subgrade construction . when average compactness in each level reaches codeslstandards loose laying depth of 80 cm fits 30 impact compaction pass is the optimum combination o ( 3 ) the quality control method may request impact compaction pass as the main control index and at the same time the final division settlement is less than 10 % of total settlement as large area subgrade is constructed 通过试验研究主要得出如下认识:冲击压实技术处理湿陷性黄土地基时,其有效处理深度一般不超过80cm ,冲压遍数以30遍左右为宜;对路基分层冲压,在要求土体中各点压实度均达到规范要求时,路基冲压最佳组合为虚铺厚度80cm 、冲压40遍;在只要求土体平均压实度达到规范要求时,路基冲压最佳组合为虚铺厚度80cm 、冲压30遍;大面积施工时,质量控制方法可按照在以冲压遍数作为主要控制指标的同时,要求最后10遍分计沉降量小于累计沉降量10 ;在施工单位自己购置冲击压实机情况下,与传统施工相比较,冲击压实技术是一种既能节约资金又能大量缩短工期的施工方法。 | | 8. | The soil - rock foundation was applied in highway of changde - zhangjiajie , and in order to assure soil - rock foundation quality by shocking and compaction test , different virtual height of soil - rock foundation was constructed and it ' s quality was controlled for in - situ test , it was considered as parameter for virtual height , shocking and compaction quantities , shocking and compaction sediment rate and maximum diameter of packing materials 摘要针对常张高速公路采用冲击压实技术压实土石混填路基的问题,选取试验段进行了不同虚铺厚度路基的施工工艺及质量控制等试验研究,提出了虚铺厚度、冲压遍数、冲压沉降率(单级沉降量) 、填料最大粒径等施工控制参数。 | | 9. | In connection with impact compaction technology of soil & stone cushion of third airstrip of pudong airport , it selects such experiment research as constructive technology & quality control , puts forward such constructive control parameters as pressing subsidence ratio ( single subsidence ratio ) , pressing times , pseudo thickness and so on 摘要基于浦东机场三期跑道山皮石垫层采用冲击压实技术进行压实的问题,选取试验段进行了施工工艺及质量控制等试验研究,提出了冲压沉降率(分计沉降量) 、冲压遍数、虚铺厚度等施工控制参数。 |
- Similar Words:
- "遍生鞭毛的" Chinese translation, "遍生的" Chinese translation, "遍生纤毛的" Chinese translation, "遍生于世界各地的植物" Chinese translation, "遍生植物" Chinese translation, "遍搜" Chinese translation, "遍索不得" Chinese translation, "遍体鳞伤" Chinese translation, "遍体鳞伤的" Chinese translation, "遍体生津" Chinese translation
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