A POSTMORTEM STUDY OF PATTERN OF INJURIES IN LANDSLIDE VICTIMS
Keywords:
Landslide, crush injuries, blunt injury, asphyxia, head injuryAbstract
Background – Landslide causes loss of human lives and destruction to property all over the world. India is no exception. State of Kerala experiences landslides during monsoon seasons. There is no study at present to evaluate the injuries sustained by victims in Kerala. This study is meant to analyse the pattern of injuries sustained and - 19 persons died from a single – The victim’s age ranged from 3 to 65. Of these 10 in 10 cases (52.63%) forming the major group, blunt injury alone was cause of death in 8 cases (42.11%).
Downloads
References
FEMA (Federal Emergency Management Agency) (2005) Landslide and Debris Flow (Mudslide). FEMA,Washington,DC. http:/www.fema.gov/hazard/ landslide/index.shtm
Landslide and Debris Flow (Mudslide)http:// www.disastercenter.com/guide/landslide.pdf
Melanie J. Froude and David N. Petley Department of Geography, University of Sheffield, Sheffield, S10 2TN, UK.Global fatal landslide occurrence from 2004 to 2016 Received: 23 February 2018 – Discussion started: 1 March 2018 Revised: 12 June 2018 – Accepted: 22 June 2018 – Published: 23 August 2018
Sekhar L Kuriakose, G Sankar, C Muraleedharan, Landslide fatalities in the Western Ghats of Kerala EGU general assembly abstracts, India, , 2010. Vol 12
Yasuhiro Homma, Taiji Watari, Tomonori Baba, Misako Suzuki , Tadanori Shimizu, Yuji Fujii, Yuji Takazawa, Yuichiro Maruyama and Kazuo Kaneko Injury Patterns After the Landslide Disaster in Oshima, Tokyo, Japan on October 16, Journal of Disaster Med Public Health Preparedness.. 20132016;10:248–252.
Memchoubi Ph., Mope Loyi, H. Nabachandra J Case Report. Landslide Fatalities: A Study of Six Cases Indian Acad Forensic Med. April-June 2012, Vol. 34, No. 2
Y. Choi, Raymond W.M. Cheung Landslide disaster prevention and mitigation through works in Geotechnical Engineering in Hong Kong.Civil Engineering and Development Department, The Government of the Hong Kong SAR, Hong Kong, China. Journal of Rock Mechanics and Geotechnical Engineering 5 (2013) 354–365.
