ISSN 2096-4498
CN 44-1745/U
ISSN 2096-4498
CN 44-1745/U
Study of Influence of Freezingthawing Cycle on Loess Strength of Yangqu Loess Tunnel
Received date: 2016-03-01
Revised date: 2016-04-22
Online published: 2016-11-30
The comparative tests are made on influence of freezingthawing cycle and water content on loess strength of Yangqu Highway Tunnel No. 1 in Shanxi. The testing results show that: 1) The shear strength and cohesion of intact and remolded soil samples reduce with the water content increases; the internal friction angles of both samples remain stable; the shear strength and cohesion of intact soil samples are larger than those of remolded soil samples under same water content. 2) The obvious variation of dry density of loess under high water content and freezingthawing test shows that the larger the water content is, the more significant the loess degradation is.
Key words: loess; Yangqu Tunnel; freezingthawing cycle; degradation
YU Xiang , YANG Gengshe , YE Wanjun , TIAN Junfeng , WEI Yao . Study of Influence of Freezingthawing Cycle on Loess Strength of Yangqu Loess Tunnel[J]. Tunnel Construction, 2016 , 36(11) : 1356 -1360 . DOI: 10.3973/j.issn.1672-741X.2016.11.011
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