Stability Analysis of Flood Bunds: A Study on Geotechnical Health Evaluation of Embankments

doi:10.1088/1757-899X/414/1/012035

CORC > 成都山地灾害与环境研究所 > 中国科学院水利部成都山地灾害与环境研究所

	Stability Analysis of Flood Bunds: A Study on Geotechnical Health Evaluation of Embankments
	Noshin, Sumayya 1; Alam, Mehtab 2; Sadiq, Shamsher 3; Mandokhail, Saeedullah Jan 4
	2018
会议日期	April 2, 2018 - April 3, 2018
会议地点	Baleli, Quetta
关键词	Stability Stability analysis flood bunds embankments
卷号	414
期号	1
DOI	10.1088/1757-899X/414/1/012035
页码	012035
英文摘要	Flood constitutes one of the world's most serious environmental hazards. Flood bunds are the earthen hydraulic structures which are constructed along the River to control the Flood water to avoid damages to the infrastructures, crops, livestock and loss of human lives. Pakistan which lies in the Indus Basin has been facing severe threats and losses from the floods since histories. About 6807km length of flood embankment has been constructed to safeguard against the floods in the country. Punjab has been worst hit province by heavy floods and rains causing heavy loss. Geotechnical Evaluation is vital for proper functioning of such structures. In this study four flood bunds susceptible to potential embankment breaching during flood have been selected along river Chenab in district Muzaffar Garh Irrigation zone. Suite of analysis using GeoStudio software (SLOPE/W and SEEP/W for stability and seepage analysis respectively) has been performed by considering four different critical scenarios, (1) steady state at highest flood level (2) rapid drawdown from highest flood level (3) steady state at extreme condition with 3 feet free board (4) rapid drawdown from extreme condition with 3 feet free board. The safety of the flood bunds is evaluated in terms of River Embankment Breaching Vulnerability Index (REBVI), safe exit gradient and factor of safety against slope failure. Based on these calculated factors from the numerical analysis it is found that embankment at RD:25,29 are marginally safe, whereas at RD: 147, 157 are susceptible to pipping failure. Therefore, it is recommended to make embankment impervious using cohesive material and to install cut-off walls or berms to lengthen the seepage path. © 2018 Institute of Physics Publishing. All rights reserved.
产权排序	2
会议录	IOP Conference Series: Materials Science and Engineering
语种	英语
电子版国际标准刊号	1757-899X
ISSN号	1757-8981
内容类型	会议论文
源URL	[http://ir.imde.ac.cn/handle/131551/23911]
专题	中国科学院水利部成都山地灾害与环境研究所
通讯作者	Noshin, Sumayya
作者单位	1.Department of Civil Engineering, UET, Lahore, Pakistan; 2.Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, China; 3.Department of Civil and Environment Engineering, Hanyang University, Seoul, Korea, Republic of; 4.Department of Civil Engineering, BUITEMS, Quetta, Pakistan
推荐引用方式 GB/T 7714	Noshin, Sumayya,Alam, Mehtab,Sadiq, Shamsher,et al. Stability Analysis of Flood Bunds: A Study on Geotechnical Health Evaluation of Embankments[C]. 见:. Baleli, Quetta. April 2, 2018 - April 3, 2018.