Abstract

Increased intensity of rainfall events due to extreme climate change has led to the substantial increase in the occurrence of disasters, especially in a tropical-climate country such as Malaysia. Rainfall-induced landslide has become one of the most common types of disasters, and its triggering factors are still uncertain and impossible to predict. In this study, the effect of extreme rainfall intensity on groundwater behaviour is addressed through laboratory-scale testing. The adopted rainfall intensity is 60 mm/h, which was the heaviest hourly rainfall intensity recorded in Sarawak on 3rd January 2016 and 80 mm/h, which was the corresponding value recorded in Penang on 10th October 2016. The simulation is conducted on four cases. The simulated rainfall exhibits a duration of 6 h. In addition, the overall trend of the matric suction measurement and soil moisture in all cases is discussed on the basis of the results obtained from laboratory studies. After the rain simulator stopped, the matric suction decreases, and it remains stagnant, followed by a significant drop in the reading. For all cases, failure occurs, albeit at different times with different volumes of mass wasting.

Highlights

  • 1.1 Physical modelling,Q WKLV VWXG\ WKH HIIHFW RI H[WUHPH UDLQIDOO LQWHQVLW\ RQVORSH VWDELOLW\ LV H[DPLQHG E\ XVLQJ D SK\VLFDO PRGHO $SK\VLFDO PRGHO LV XVHG WR PRGHO DQG FRQWURO SDUDPHWHUVDQG FKDUDFWHUL]H YDULDEOHV )HZ VORSH SK\VLFDO PRGHOVZHUH H[DPLQHG LQ SDVW VWXGLHV /LQJ +RH HW DO > @FRQGXFWHG DQ H[SHULPHQW XVLQJ D FHQWULIXJH PRGHOZKLFK SURGXFHG DQ DFFHOHUDWLRQ RI J ZLWK D SD\ORDG RINJ DW &ROXPELD 8QLYHUVLW\ 7RKDUL HW DO > @FRQGXFWHG DQ H[SHULPHQW ZLWK D VDQG VORSH WDQN RI P

  • to extreme climate change has led to the substantial increase in the occurrence

  • the effect of extreme rainfall intensity on groundwater behaviour is addressed through laboratory-scale testing

Read more

Summary

Rainfall analysis data

Q GHWHUPLQLQJ WKH H[WUHPH UDLQIDOO LQWHQVLW\ WZR PHWKRGV L H GLUHFW DGRSWLRQ DQG UDLQIDOO DQDO\VLV UHVSHFWLYHO\ DUH DGRSWHG WR VHOHFW WKH UDLQIDOO LQWHQVLW\ WKDW ZDV FODVVLILHG WR EH LQ WKH H[WUHPH UDQJH 7DEOH VXPPDUL]HV WKH FRPSDULVRQ RI WKH EDVHOLQH GDWD UHSRUWHG. E\ WKH 'HSDUWPHQW RI ,UULJDWLRQ DQG 'UDLQDJH 0DOD\VLD DQG D SUHYLRXVO\ UHSRUWHG VWXG\ > @

Rainfall analysis
Physical model
Physical modelling
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call