Assessment of Slope Stability Problems in an Open Pit Quarry; an Example from Istanbul Cebeci Region, Turkey

被引：0

作者：

Er, Selman ^{[1
]}

Yilmaz, Murat ^{[1
]}

Tugrul, Atiye ^{[1
]}

Ertin, Altay ^{[2
]}

Tokgoz, Nuray ^{[3
]}

Arel, Ersin ^{[4
]}

机构：

[1] Istanbul Univ, Dept Geol Engn, Istanbul, Turkey

[2] Geonet Engn & Consulting, Ankara, Turkey

[3] Istanbul Univ, Dept Min Engn, Istanbul, Turkey

[4] Kultur Univ, Dept Civil Engn, Istanbul, Turkey

来源：

ENGINEERING GEOLOGY FOR SOCIETY AND TERRITORY, VOL 2: LANDSLIDE PROCESSES | 2015年

关键词：

Sandstone; Slope stability; Open pit quarry; Kinematic analysis;

D O I：

10.1007/978-3-319-09057-3_375

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Rock slope stability is one of the important problems for open pit quarrying. This paper presents an instability assessment for jointed sandstone cut slopes in Cebeci Region, Istanbul, Turkey. In the quarry site, Carboniferous sandstones including diabase dykes are cropped out and these rocks are produced as aggregate. For this study, firstly, field study involving detailed discontinuity surveys were performed. Then, kinematical analyses were carried out to determine the potential failures at the quarry. According to the results of kinematic analysis, planar and wedge types of failures are expected in different parts of quarry. Based on the field studies and stability analyses of the cut slopes, optimum slope geometry and necessary support measures are suggested.

引用

页码：2097 / 2100

页数：4

共 44 条

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