降雨与库水作用是滑坡地质灾害发生的重要影响因素,为了对降雨及库水作用对滑坡渗流及稳定性影响规律进行探索研究,特自主研究构建了小型滑坡模型试验系统平台,该系统主要由人工降雨系统、模型试验框架、试验数据采集系统、非接触式位移测量系统及各物理量量测传感器构成。并以孙家庄滑坡为例,运用相似理论建立相似比为1∶200的滑坡物理模型,采用人工降雨系统进行不同强度降雨试验,提供了可行的操作平台。研究了不同降雨强度下滑坡体内渗流变化规律。
Abstract
Rainfall and reservoir water are important factors causing landslides. In order to study the regularity of rainfall and reservoir water affecting the seepage and stability of slope, we developed and built a small system platform for landslide model test. The system is mainly composed of artificial rainfall subsystem, model test framework, test data acquisition subsystem, non-contact displacement measurement subsystem and physical measurement sensors. Taking the landslide at Sunjiazhuang as an example, we established a landslide physical model with similar ratio of 1∶200, and carried out rainfall intensity tests through artificial rainfall system. The regularity of seepage variation in landslide body under different rainfall intensities were obtained, which proved the feasibility of this system.
关键词
滑坡 /
地质灾害 /
模型试验系统 /
降雨试验 /
渗流规律
Key words
landslide /
geological disaster /
model test system /
rainfall test /
seepage regularity
{{custom_sec.title}}
{{custom_sec.title}}
{{custom_sec.content}}
参考文献
[1] 孟继红,何秀珍. 滑坡监测中测量工作的几个问题[J].中国地质灾害与防治学报,2005,16(1):119-120.(MENG Ji-hong, HE Xiu-zhen. Problems of Measurement in Landslide Monitoring [J]. Chinese Journal of Geological Hazard and Control, 2005,16(1):119-120.(in Chinese))
[2] 罗先启, 葛修润, 程圣国.滑坡模型试验理论及其应用[M].北京:中国水利水电出版社,2008.(LUO Xian-qi, GE Xiu-run, CHENG Sheng-guo. Landslide Model Test: Theory and Application[M]. Beijing: China Water Power Press, 2008.(in Chinese))
[3] 陈祖煜. 土质边坡稳定分析- 原理方法程序[M] . 北京:中国水利水电出版社, 2003.(CHEN Zu-yu. Soil Slope Stability Analysis: Principles, Methods and Procedures[M]. Beijing: China Water Power Press,2003.(in Chinese))
[4] 赵宝平, 罗先启, 毕 强,等.库水作用下滑带土力学参数降低的模拟[J].西北水电,2009,(1):66-69.(ZHAO Bao-ping, LUO Xian-qi, BI Qiang, et al. Simulation of Mechanics Parameters Decrease of Soil in Sliding Zone under the Action of Reservoir Water[J]. Northwest Hydropower, 2009,(1):66-69.(in Chinese))
[5] 李新卫.滑坡裂缝的识别与分析[J].科技风, 2009, (2): 15-16.(LI Xin-wei. Landslide Crack Identification and Analysis[J]. Technology Trend, 2009, (2): 15-16.(in Chinese))
[6] 孙广忠. 中国典型滑坡[M]. 北京:科学出版社,1988.(SUN Guang-zhong. Typical Landslides in China[M]. Beijing: Science Press,1988.(in Chinese))
[7] 石崇喜, 黄 英, 甄 祯,等.滑坡模型试验研究现状[J].云南水利发电,2011,27(5):7-10.(SHI Chong-xi, HUANG Ying, ZHEN Zhen, et al. Current Status of Landslide Model Test Research[J]. Yunnan Water Power, 2011, 27(5): 7-10.(in Chinese))
[8] 沈 泰.地质力学模型试验技术的进展[J].长江科学院院报,2001,18(5):32-36.(SHEN Tai. Development of Geomechanic Model Experiment Techniques[J]. Journal of Yangtze River Scientific Research Institute, 2001, 18(5): 32-36.(in Chinese))
[9] BARTHEL V, FUNKE E R. Hybrid Modeling as Applied to Hydrodynamic Research and Testing[G]∥The Canadian Government. Recent Advances in Hydraulic Physical Modeling. GX Dordrecht, Netherlands: Springer Netherlands, 1989: 303-390.
[10]ZHAO D P, WANG S M, TAN Y Z, et al. The Design of Movable Landslide Physical Model Testing Frame[J]. Advanced Materials Research, 2011, 201/203: 1433-1438. Doi: 10.4028/www.scientific.net/AMR.201-203.1433.
基金
国家自然科学基金重点项目(50839004);三峡大学三峡库区三期地质灾害防治重大科学研究项目(SXKY3-2-1);三峡大学优秀硕士学位论文培优基金(2013PY018);三峡大学土木与建筑学院优秀硕士论文培优基金(PY201306)