Documenting the Collision of a Landslide in Permafrost with a Highway Embankment

被引:0
|
作者
Darrow M.M. [1 ]
Daanen R.P. [2 ]
Gould M.C. [3 ]
机构
[1] University of Alaska Fairbanks, P.O. Box 755900, Fairbanks, 99775-5900, AK
[2] Alaska Department of Natural Resources, Division of Geological and Geophysical Surveys, 3354 College Road, Fairbanks, 99709, AK
[3] U.S. Army Corps of Engineers, Alaska District, 2204 3rd Street, JBER, 99506-1898, AK
关键词
Alaska; Brooks Range; Frozen Debris Lobe; Infrastructure; Landslide; Shear Strength;
D O I
10.21663/EEG-D-23-00080
中图分类号
学科分类号
摘要
Frozen debris lobes (FDLs) are slow-moving landslides in permafrost. FDL-A, the largest monitored FDL in the Brooks Range of Alaska, has steadily progressed downslope toward the Dalton Highway, which is the only road to the oil and gas fields of the North Slope. To avoid this encroaching landslide, the Dalton Highway was realigned farther downslope in 2018. The abandoned portion of the highway was left in place, providing a unique opportunity for a full-scale field experiment to monitor the impact of a landslide on an engineered structure. In 2020, we conducted a subsurface investigation, drilling and sampling the subsurface soils and installing geotechnical instrumentation within the abandoned highway embankment. Here, we present the integration of multiple datasets to provide a detailed description of the landslide–embankment collision. FDL-A is shearing within weathered bedrock»7.6 m below the embankment surface. It horizontally displaced a portion of the embankment»0.3 m as of November 1, 2023. Using the infinite slope approach and strength properties determined from laboratory testing, we estimate that FDL-A is impacting the highway embankment and underlying soils with at least 77.8 kN/m width shear force. As this force occurs approximately 4 m below the bottom of the embankment, we postulate that the presence of the abandoned Dalton Highway embankment does little to stop FDL-A’s downslope progression. © 2024 Geological Society of America. All rights reserved.
引用
收藏
页码:1 / 18
页数:17
相关论文
共 50 条
  • [41] Dynamic thermal regime of permafrost beneath embankment of Qinghai-Tibet Highway under the scenarios of changing structure and climate warming
    Yu Wenbing
    Yi Xin
    Niu Yongzhi
    Richard, Fortier
    Mu Yanhua
    Zhang Jianming
    COLD REGIONS SCIENCE AND TECHNOLOGY, 2016, 126 : 76 - 81
  • [42] Characteristics of thawed interlayer and its effect on settlement beneath embankment in permafrost regions—A case study for the Qinghai-Tibet Highway
    ZhiZhong Sun
    HongLei Wang
    WenJie Feng
    YongZhi Liu
    ShuJuan Zhang
    Sciences in Cold and Arid Regions, 2017, 9 (05) : 447 - 454
  • [43] Analysis On The Convection of Highway In Permafrost Regions
    Sun, Xiao-yu
    Wang, Zhen-qing
    Xing, Hong-tao
    Tong Yong-heng
    PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5, 2012, 204-208 : 1644 - 1647
  • [44] Ongoing Landslide Deformation in Thawing Permafrost
    Patton, A., I
    Rathburn, S. L.
    Capps, D. M.
    McGrath, D.
    Brown, R. A.
    GEOPHYSICAL RESEARCH LETTERS, 2021, 48 (16)
  • [45] Mechanical behaviour of a big rockfill highway embankment
    Cuéllar, V
    García, JL
    Monte, JL
    Valerio, J
    GEOTECHNICAL ENGINEERING FOR TRANSPORTATION INFRASTRUCTURE, VOLS 1-3: THEORY AND PRACTICE, PLANNING AND DESIGN, CONSTRUCTION AND MAINTENANCE, 1999, : 97 - 102
  • [46] STAGE LOADING OF A HIGHWAY EMBANKMENT ON TIDAL FLATS
    BURWASH, WJ
    MATICH, MAJ
    CANADIAN GEOTECHNICAL JOURNAL, 1981, 18 (04) : 535 - 542
  • [47] Performance of erosion control products on a highway embankment
    Benik, SR
    Wilson, BN
    Biesboer, DD
    Hansen, B
    Stenlund, D
    TRANSACTIONS OF THE ASAE, 2003, 46 (04): : 1113 - 1119
  • [48] Performance of Erosion Control Products on a Highway Embankment
    Benik, S.R.
    Wilson, B.N.
    Biesboer, D.D.
    Hansen, B.
    Stenlund, D.
    Transactions of the American Society of Agricultural Engineers, 2003, 46 (04): : 1113 - 1119
  • [49] Compaction of a Highway Embankment by Dynamic Consolidation.
    Debaire, J.P.
    Mieussens, C.
    1600,
  • [50] Calculating section settlement of highway embankment with ERPIM
    Wang, Zhiliang
    Wang, Zhenbao
    Wang, Jianguo
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2004, 23 (12): : 2049 - 2053