Assessment of excavatability, abrasivity and slope stability in a sandstone quarry in Istanbul, Turkey

被引:0
|
作者
Selman Er
Murat Yilmaz
Altay Ertin
Atiye Tugrul
Nuray Tokgöz
机构
[1] Istanbul University,Department of Geological Engineering
[2] Geo-Net Engineering & Consulting,Department of Mining Engineering
[3] Istanbul University,undefined
关键词
D O I
暂无
中图分类号
学科分类号
摘要
The Cebeci region is characterized by outcrops of Carboniferous sandstone, including diabase dykes. This region is very important area for aggregate production in Istanbul, Turkey. The aim of this study is to determine the engineering geological properties of sandstones to assess the excavatability, abrasivity and stability of cut slopes in a quarry site. Firstly, the sandstone samples were used to determine their petrographical and mineralogical characteristics. Then, physico-mechanical tests were performed on these samples. In order to determine rock mass properties, scan-line surveys were performed, and the major orientations of discontinuities were analyzed through the stereographic projection technique. Kinematical analyses were also made to determine the potential failures at the quarry site. According to the results obtained, excavatability is changed from easy ripping to hard ripping on sandstones; the carbonated sandstone is less abrasive than other sandstones. Based on the field studies and stability analyses of the cut slopes, optimum slope geometry and necessary support measures, such as wire mesh and rock fall barriers, are suggested.
引用
收藏
页码:581 / 588
页数:7
相关论文
共 50 条
  • [21] Implications on Characterizing the Extremely Weak Sherwood Sandstone: Case of Slope Stability Analysis Using SRF at Two Oak Quarry in the UK
    Tanja Sattler
    Chrysothemis Paraskevopoulou
    Geotechnical and Geological Engineering, 2019, 37 : 1897 - 1918
  • [22] Slope stability in a sand/sandstone borderline material
    Barton, ME
    Cresswell, A
    GEOTECHNICS OF HARD SOILS - SOFT ROCKS, VOL 2, 1998, : 1051 - 1055
  • [23] Implications on Characterizing the Extremely Weak Sherwood Sandstone: Case of Slope Stability Analysis Using SRF at Two Oak Quarry in the UK
    Sattler, Tanja
    Paraskevopoulou, Chrysothemis
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2019, 37 (03) : 1897 - 1918
  • [24] A Preliminary Assessment of Rock Slope Stability in Tropical Climates: A Case Study at Lafarge Quarry, Perak, Malaysia
    Shah, K. S.
    Hashim, M. H. Mohd
    Ariffin, K. S.
    Nordin, N. F.
    JOURNAL OF MINING AND ENVIRONMENT, 2020, 11 (03): : 661 - 673
  • [25] Assessment of slope stability and monitoring of a landslide in the Koyulhisar settlement area (Sivas, Turkey)
    Topal, Tamer
    Hatipoglu, Olgun
    ENVIRONMENTAL EARTH SCIENCES, 2015, 74 (05) : 4507 - 4522
  • [26] Assessment of rock slope stability for a segment of the Ankara-Pozanti motorway, Turkey
    Kentli, B
    Topal, T
    ENGINEERING GEOLOGY, 2004, 74 (1-2) : 73 - 90
  • [27] Assessment of slope stability and monitoring of a landslide in the Koyulhisar settlement area (Sivas, Turkey)
    Tamer Topal
    Olgun Hatipoglu
    Environmental Earth Sciences, 2015, 74 : 4507 - 4522
  • [28] Assessment of slope stability
    Harabinova, Slavka
    Panulinova, Eva
    DYNAMICS OF CIVIL ENGINEERING AND TRANSPORT STRUCTURES AND WIND ENGINEERING (DYN-WIND'2017), 2017, 107
  • [29] Contamination of seismicity catalogs by quarry blasts: An example from Istanbul and its vicinity, northwestern Turkey
    Horasan, Guenduez
    Guney, Aysun Boztepe
    Kusmezer, Aysegul
    Bekler, Feyza
    Ogutcu, Zafer
    Musaoglu, Nebiye
    JOURNAL OF ASIAN EARTH SCIENCES, 2009, 34 (01) : 90 - 99
  • [30] Seismic slope stability analysis: Gurpinar (Istanbul) as a case history
    Ozcep, Ferhat
    Erol, Engin
    Saracoglu, Fatih
    Haliloglu, Mustafa
    SCIENTIFIC RESEARCH AND ESSAYS, 2010, 5 (13): : 1615 - 1631