Case study of a rock slope failure and remediation

被引：0
|
作者：
Cabarkapa, Z. [1 ]
机构：
[1] Geotech Consulting Grp LLR, London, England
来源：
ADVANCES IN ENGINEERING MATERIALS, STRUCTURES AND SYSTEMS: INNOVATIONS, MECHANICS AND APPLICATIONS | 2019年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The Olmos Transfer Project located in northern Peru is one of the most important water irrigation projects for the people living in the north-western desert regions of Olmos, Peru. Due to the complex geological conditions that the engineers are faced with on the north-south slope of the Limon Dam and the obvious stability issues that they are faced with, a wide array of instruments have been installed to aid in monitoring the slope and the movements that are taking place. The results of this monitoring scheme are compiled annually to closely track changes in the slope behaviour and to assist in refining additional remediation that is required.
引用
收藏
页码：2274 / 2279
页数：6
相关论文
共 50 条
  • [41] A CASE-STUDY OF SLOPE FAILURE IN A LIMESTONE QUARRY
    YAMAGUCHI, U
    SHIMOTANI, T
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1986, 23 (01): : 95 - 104
  • [42] Expansive soils and progressive failure of slope (case study)
    Soelamo, DS
    Budiono, DS
    Susanto, I
    DEFORMATION AND PROGRESSIVE FAILURE IN GEOMECHANICS - IS-NAGOYA'97, 1997, : 479 - 484
  • [43] Massive rock-slope failure in the Central Apennines (Italy): The case of the Campo di Giove rock avalanche
    Di Luzio E.
    Bianchi-Fasani G.
    Esposito C.
    Saroli M.
    Cavinato G.P.
    Scarascia-Mugnozza G.
    Bulletin of Engineering Geology and the Environment, 2004, 63 (1) : 1 - 12
  • [44] Rock slope stabilization: A case study of a weathered sandstone slope along the railway in Bavaria, Germany
    Dutta, Lopamudra
    Singha, Gourango
    PROCEEDINGS OF THE CONFERENCE ON RECENT ADVANCES IN ROCK ENGINEERING (RARE 2016), 2016, 91 : 64 - 68
  • [45] Affect of shear strength criteria selection in probabilistic rock slope stability analyses:: A case study for a jointed rock slope in Norway
    Duzgun, H. S. B.
    Bhasin, R. K.
    ROCK MECHANICS: MEETING SOCIETY'S CHALLENGES AND DEMANDS, VOLS 1 AND 2: VOL: FUNDAMENTALS, NEW TECHNOLOGIES & NEW IDEAS; VOL 2: CASE HISTORIES, 2007, : 951 - 957
  • [46] Failure mechanism of toppling in anti-dip layered rock slope: a case study of the Xiangpingshan landslide in southwest China
    Wang, Changkui
    Jin, Leilei
    Fu, Wenxi
    Ye, Fei
    Qian, Rui
    Lv, Guangchao
    Yao, Shuang
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2025, 84 (01)
  • [47] The Toppling Deformation and Failure Criteria of a Steep Bedding Rock Slope-The Case of a Bank Slope at the Duonuo Hydropower Station
    Li, Tiantao
    Li, Xuan
    Wei, Kaihong
    Guo, Jian
    Heng, Xi
    Yuan, Jing
    Ran, Weiling
    Pei, Xiangjun
    WATER, 2025, 17 (04)
  • [48] Remediation of Slope Failure by Compacted Soil-Cement Fill
    Wu, Jason Y.
    Huang, Kaiming
    Sungkar, Munira
    JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2017, 31 (04)
  • [49] The Burtness Comb rock avalanche, English Lake District: a rare case of rock slope failure-glacier interaction
    Wilson, Peter
    Jarman, David
    PROCEEDINGS OF THE GEOLOGISTS ASSOCIATION, 2013, 124 (03) : 477 - 483
  • [50] Inquire into critical inclination of failure face in rock slope with planar failure
    Shu, Ji-Sen
    Cai, Qing-Xiang
    Wang, Cheng-Long
    Zhang, Lei
    Peng, Hong-Ge
    Zhongguo Kuangye Daxue Xuebao/Journal of China University of Mining and Technology, 2006, 35 (04): : 437 - 440
12345