Analysis of ground coefficient and modulus of deformation of gobi area filler in high-speed railway subgrade
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Analysis of ground coefficient and modulus of deformation of gobi area filler in high-speed railway subgrade
Vol. 32, Issue 7, (2011)
作者机构:
兰州交通大学 土木工程学院,兰州,730070
作者简介:
基金信息:
DOI:
CLC:TU470
Online First:30 June 2011,
Published:2011
稿件说明:
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YANG You-hai, HUANG Da-wei, LAI Guo-quan, et al. Analysis of ground coefficient and modulus of deformation of gobi area filler in high-speed railway subgrade[J]. 2011, 32(7).
DOI:
YANG You-hai, HUANG Da-wei, LAI Guo-quan, et al. Analysis of ground coefficient and modulus of deformation of gobi area filler in high-speed railway subgrade[J]. 2011, 32(7).DOI:
Analysis of ground coefficient and modulus of deformation of gobi area filler in high-speed railway subgrade
Based on the gobi-filler test of testing for subgrade on the second double line of Lan-Xin Railway
the difference and relation between the ground coefficient K30 and the static modulus of deformation Ev2 were analyzed; and the curve feature of ground coefficient K30 and deformation modulus Ev of four different kinds of fillers were summed up; also
the correlation between K30 and Ev were analyzed. With more information of the laboratory test
the acting factors for K30 and Ev2 were summed up. The results show that: ① The compaction quality of the soil is the main factor for K30
Ev1 and Ev2/Ev1. ② The nature of the filler is the main acting factor for Ev2 and it also has a influence on Ev2/Ev1. ③ The Ev2 is the characteristic parameter for the filler; it reflect the rigidity of the subgrade. ④ The K30 is the controlling index for compaction quality. ⑤ The correlation between K30 and Ev1 is closer
while K30 and Ev2 is slight; and different kinds of fillers have different correlations between K30 and Ev; the results reveal that the correlation is little with the checking indices become more disperse.