Investigation of rock slope stability for an abandoned limestone quarry in Konya (Turkey)

被引：0
|
作者：
Kalpakci, V. [1 ,2 ]
Ozturk, S. [2 ,3 ]
Topal, T. [4 ]
Huvaj, N. [4 ]
机构：
[1] Hasan Kalyoncu Univ, Gaziantep, Turkey
[2] GEOCE Geotech Consulting Ltd, Ankara, Turkey
[3] Erzurum Tech Univ, Erzurum, Turkey
[4] Middle East Tech Univ, Ankara, Turkey
来源：
LANDSLIDES AND ENGINEERED SLOPES: EXPERIENCE, THEORY AND PRACTICE, VOLS 1-3 | 2016年
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
Slope stability problems were encountered in an abandoned quarry which is planned to be used as recreational area by the municipality of Selcuklu in Konya, Turkey. The rock in the quarry is primarily composed of micritic limestone which contains karstic cavities mainly controlled by joints. In order to assess the stability of the abandoned quarry, discontinuity survey, laboratory tests, kinematic and rock slope stability analyses were performed. Based on the analyses, planar and wedge failures as well as rockfall problems were identified. Possible remedial measures to be taken should consider the results of the analyses with existing project and environmental restrictions.
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页码：1169 / 1176
页数：8
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