Research Article

Evaluate the Probability of Failure in Rainfall-Induced Landslides Using a Fuzzy Point Estimate Method

Table 3

-Cut value of loam soil and silt soil.

-CutLoam soilSilt soil

0.16.4013.6016.1053.909.6020.4013.8046.20
0.26.8013.2018.2051.8010.2019.8015.6044.40
0.37.2012.8020.3049.7010.8019.2017.4042.60
0.47.6012.4022.4047.6011.4018.6019.2040.80
0.58.0012.0024.5045.5012.0018.0021.0039.00
0.68.4011.6026.6043.4012.6017.4022.8037.20
0.78.8011.2028.7041.3013.2016.8024.6035.40
0.89.2010.8030.8039.2013.8016.2026.4033.60
0.99.6010.4032.9037.1014.4015.6028.2031.80