SLIDE IN UPSTREAM SLOPE OF LAKE SHELBYVILLE DAM.

被引：0
|
作者：
Humphrey, D.N. [1 ]
Leonards, G.A. [1 ]
机构：
[1] Purdue Univ, West Lafayette, IN, USA, Purdue Univ, West Lafayette, IN, USA
来源：
Journal of geotechnical engineering | 1986年 / 112卷 / 05期
关键词：
DRAINAGE - LANDSLIDES - Analysis - SOIL MECHANICS - SOILS - Failure - STRESSES - Shear;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Lake Shelbyville Dam in central Illinois is a 108-ft high earth dam completed in 1970. A slide occurred in the steeper portion of its upstream slope immediately after construction and before filling of the reservoir was begun. The slide was stabilized in 1972. Re-examination of construction records revealed a layer of more plastic, weaker fill in the closure section at the elevation of the base of the slide. As drainage occurred, the effective stresses acting on the failure surface decreased with time and the shear strength was reduced from that corresponding to undrained shear. Accordingly, total stress stability analysis, using undrained shear strength, is not a reliable index of stability in well-compacted, silty clay fills.
引用
收藏
页码：564 / 577
相关论文
共 50 条
  • [21] CAVITATION DAMAGE ON THE KARUN DAM.
    Hopping, Paul N.
    Mass, Gary R.
    Concrete International, 1987, 9 (03) : 41 - 48
  • [22] ASEISMIC STRENGTH OF SRISAILAM DAM.
    Saini, S.S.
    Agarwal, Piyush
    Eswarappa, N.
    Irrigation and Power, 1983, 40 (03): : 245 - 253
  • [23] ASSESSMENT OF RISK FOR A GRAVITY DAM.
    Bury, K.V.
    Kreuzer, H.
    International Water Power and Dam Construction, 1986, 38 (12): : 36 - 40
  • [24] RAISING THE HEIGHT OF THE LOSKOP DAM.
    Hollingworth, F.
    International Water Power and Dam Construction, 1979, 31 (07): : 46 - 50
  • [25] Slope stability analysis of a dam. Case study: Hălceni Reservoir, Iasi county, Romania
    Balan, Ioan
    Giurma-handley, Catrinel-Raluca
    Crenganis, Loredana Mariana
    Corduneanu, Flaviana
    Balan, Isabela Elena
    PRESENT ENVIRONMENT AND SUSTAINABLE DEVELOPMENT, 2023, 17 (02) : 141 - 152
  • [26] FOUNDATION TREATMENT OF SRISAILAM DAM.
    Swamy, M.L.
    International Water Power and Dam Construction, 1979, 31 (11): : 57 - 64
  • [27] ITAIPU HOLLOW GRAVITY DAM.
    Caric, D.M.
    Eigenheer, L.P.
    Gallico, A.
    Sarkaria, G.S.
    Uriarte, J.
    Szpilman, A.
    International Water Power and Dam Construction, 1982, 34 (05): : 30 - 44
  • [28] Effects of hydropeaking by an upstream dam on thermal mixing in a riverine lake
    Kwon, Siyoon
    Seo, Il Won
    Kim, Dongsu
    JOURNAL OF HYDROLOGY, 2024, 633
  • [29] NEW WATERPROOFING TECHNIQUE FOR NORWEGIAN DAM.
    Kjoernsli, B.
    Sande, A.
    Publikasjon - Norges Geotekniske Institutt, 1973, (98): : 1 - 4
  • [30] BUTTRESS EFFECT ON VIBRATION ON FENGSHUBA DAM.
    Shou Peixiu
    1600, (18):
12345