剩余沉降 meaning in English
residual settlement
Examples
- At last , the paper provide the calculating method for s 3 , s 3 play an important role of settlement after construction for high - stacked soil . this paper approve construction organization also play an important role of settlement after construction
最后，对于高填方问题，给出了工后剩余沉降量中的很重要的部分s _ ( r3 )的计算方法，得出了施工组织方式对工后沉降量影响很大的结论。 - Appraise the test scheme of dynamic consolidation of each test district before test and make optimization suggestions ; 4 . the grain - size distrilidation of the underlayer of dynamic consolidation has great on consumption of the energy i , the better the dynamic consolidation effect is ; 5 . the deformation effect of dynamic consolidation foundation is that not only the settlement deformation of foundation will decrease greatly after pounding , but residual settlement deformation in each test district are compared , it can be concluded that the deformation stability of foundation of the runway engineering of pu - dong airport can satisfy the design requirment through dynamic consolidation according to optimized test scheme . but the underlayer of dynamic consolidation should be made when pounding
论文的主要工作和研究认识如下： ( 1 )确定必要的强夯施工参数； ( 2 )对既有砂性土又有粘性土地基的最佳夯击次数的确定方法进行了探讨； ( 3 )对试验前各试验小区的强夯试验方案进行了评价，并提出了优化建议； ( 4 )强夯垫层材料的级配对夯击能的消耗有很大影响，级配好的垫层对夯击能的传递比级配差的垫层效果好； ( 5 )强夯地基的变形效应主要是指夯后地基不但沉降变形会大幅度降低，而且剩余沉降变形会缓慢地发生； ( 6 )在比较各试验小区的变形稳定性后，按照优化后的试验方案进行强夯处理，则浦东机场场道工程地基的变形稳定性能满足设计要求，但须在处理时施加强夯垫层。 - This paper , as for the contradiction happened in design , construction , acceptance check when the quality of the project was needed and the building speed is different in every section of the road , the residual settlement a h is needed to be less than the standard value , launches the project - - - - - - the analysis on the settling velocity o f high earth fill sub - grade and the study of stability
本文主要是针对近几年来在设计、施工、竣工验收在工程质量评定中所出现的矛盾? ?一条公路少至几公里至几十公里，甚至上百公里，由于各个标段完工速度不一致，其剩余沉降值(即竣工验收时) h要求小于“评定标准” (即垂直变形3cm ) ；而进行的《高填方路基沉降速度分析与稳定性研究》课题研究。 - In the same time , this paper applied the plane strain fem based on biot theory to analyzed calculated result and observation information hi scene . finally , this paper put forward a settlement forecast model based on the modified gaomujunjie method , using by inversion analysis theory to compare and analyze the settlement process of vhlcp . result indicated that the model inosculated with the fact data and the consolidation degree have finished 86 % , back - work settlement was 87mm
最后，根据实测沉降资料，采用一维反演分析法，推导最终沉降量计算公式，结合改进后的高木俊介固结度计算方法，建立真空堆载联合预压的沉降预测模型，并根据计算结果，对比实际沉降过程，对比表明：所建沉降预测模型与实测数据吻合，由此所得现场试验的地基平均固结度达86 ，剩余沉降为87mm ，满足高速公路质量要求。