Collapse dolines in miocene gypsum: An example from SW Sivas (Turkey)

被引:21
作者
Karacan, E [1 ]
Yilmaz, I [1 ]
机构
[1] CUMHURIYET UNIV,FAC ENGN,DEPT GEOL,TR-58140 SIVAS,TURKEY
来源
ENVIRONMENTAL GEOLOGY | 1997年 / 29卷 / 3-4期
关键词
collapse; doline; gypsum; rock mass; dissolution; stand-up time;
D O I
10.1007/s002540050125
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This study investigated the formation mechanism of dolines. Dolines are caused by dissolution of gypsum in the study area, 50-220 m in diameter. Two systems were applied to determine the support necessary for natural underground opening of given span in a given rock mass. From the characteristics of the rock mass, a 5 m-wide unsupported span in the gypsum can be expected to stand up for over 9 years. The designed span of an artificial opening would normally be considerably less than the span of a collapsed natural opening in the same rock. Dolines in the study area play an important role in the groundwater flow system.
引用
收藏
页码:263 / 266
页数:4
相关论文
共 12 条
[1]  
ALAGOZ CA, 1967, GYPSUM KARST OCCURRE
[2]  
BARTON N, 1976, P S EXPL ROCK ENG, V1, P107
[3]  
BARTON N, 1977, P 16 S DES METH ROCK, P163
[4]  
Bieniawski Z.T., 1989, Engineering Rock Mass Classifications
[5]  
Bogli Alfred., 1980, KARST HYDROLOGY PHYS
[6]   NATURAL AND ARTIFICIAL CAVITIES AS GROUND ENGINEERING HAZARDS [J].
CULSHAW, MG ;
WALTHAM, AC .
QUARTERLY JOURNAL OF ENGINEERING GEOLOGY, 1987, 20 (02) :139-150
[7]  
GOKCE A, 1988, B FACULTY ENG, V5, P9
[8]  
ILHAN E, 1976, MIDDLE E TECHNICAL U, V51
[9]  
*ISRM, 1972, 1 COMM LAB TEST
[10]  
KARACAN E, 1989, THESIS HACETTEPE U A