中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Probabilistic analysis of the replacement thickness of the in-cuts roadbed in permafrost regions

文献类型:期刊论文

作者Wen, Zhi; Sheng, Yu; Ma, Wei; Wu, Qinghai; Wang, Dayan; Sun, Zhizhong; Li, Guoyu
刊名COLD REGIONS SCIENCE AND TECHNOLOGY
出版日期2010-10-01
卷号64期号:1页码:57-67
关键词The first-order second moment method The Monte Carlo simulation Reliability In-cuts roadbed Permafrost
ISSN号0165-232X
DOI10.1016/j.coldregions.2010.07.002
通讯作者Wen, Zhi()
英文摘要Limited to terrain and road longitudinal gradient, it is inevitable to excavate permafrost for linearity engineering in permafrost regions such as railway and highway. It is a very complicated process for freezing-thawing cycle of the active layer due to parameters variability and complex climate. Moreover, there are scarce data for ground temperature and deformation in in-cuts roadbed. A probabilistic approach may consider the influences of the variation of each significant parameter upon the factor of safety and has the particular advantages over the classical approach So it is frequently used to give a more rational assessment of the risks A probabilistic model is put forward to evaluate the replacement thickness of in-cuts roadbed in the permafrost regions, and the procedure is validated by the observation data in cutting of Qinghai-Tibetan railway The analysis results show that the thermal stability of the roadbed cannot be ensured if in-cuts roadbed is only displaced by coarse-grained soils The reliability can be improved greatly if the thermal-insulated material is embedded in the replacement layer The calculation results show that the maximum thawed depth of in-cuts roadbed will not be deeper than the replacement layer if the Extruded Polystyrenes (EPS) with a thickness of 10 0 cm is embedded at the depth of 08 m below the surface of the imported fill layer. The computation results also indicate that the in-cuts roadbed design in the Qinghai-Tibetan railway can protect the permafrost under the replacement layer from thawing and ensure the in-cuts roadbed stability in the coming fifty year The Monte Carlo simulation and the first-order second moment method are applied to establish the limit-state function of probabilistic analysis of the replacement thickness. The calculated results indicate that probabilistic approach can be used to determine the replacement thickness and can provide more reasonable suggestions for engineering application than the classical approach (C) 2010 Elsevier B V All rights reserved
收录类别SCI
WOS关键词EMBANKMENT ; RAILWAY
WOS研究方向Engineering ; Geology
WOS类目Engineering, Environmental ; Engineering, Civil ; Geosciences, Multidisciplinary
语种英语
WOS记录号WOS:000282624600006
出版者ELSEVIER SCIENCE BV
URI标识http://www.irgrid.ac.cn/handle/1471x/2556392
专题寒区旱区环境与工程研究所
通讯作者Wen, Zhi
作者单位CAS, CAREERI, State Key Lab Frozen Soil Engn, Lanzhou 730000, Gansu, Peoples R China
推荐引用方式
GB/T 7714
Wen, Zhi,Sheng, Yu,Ma, Wei,et al. Probabilistic analysis of the replacement thickness of the in-cuts roadbed in permafrost regions[J]. COLD REGIONS SCIENCE AND TECHNOLOGY,2010,64(1):57-67.
APA Wen, Zhi.,Sheng, Yu.,Ma, Wei.,Wu, Qinghai.,Wang, Dayan.,...&Li, Guoyu.(2010).Probabilistic analysis of the replacement thickness of the in-cuts roadbed in permafrost regions.COLD REGIONS SCIENCE AND TECHNOLOGY,64(1),57-67.
MLA Wen, Zhi,et al."Probabilistic analysis of the replacement thickness of the in-cuts roadbed in permafrost regions".COLD REGIONS SCIENCE AND TECHNOLOGY 64.1(2010):57-67.

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来源:寒区旱区环境与工程研究所

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