## 4 Results and Analyses
### LSM of LR
\begin{table}
\begin{tabular}{c c c c c c} \hline \hline \multirow{2}{*}{**Classification**} & **Regression** & \multirow{2}{*}{**Classification**} & **Regression** & \multirow{2}{*}{**Classification**} & **Regression** \\  & **Coefficients** & & **Coefficient** & & **Coefficients** \\ \hline \hline \multicolumn{3}{c}{**\textless{}DEM\textgreater{}**} & \(11\) & \(4.321\) & \(7\): \(>\)0.7g & \(0\) \\ \hline \hline \(1\): \(<\)100 m & \(5.51\) & \(12\) & \(3.238\) & \multicolumn{3}{c}{**\textless{}Distances to roads\textgreater{}**} \\ \cline{2-6} \(2\):\(100\)–\(200\) m & \(6.524\) & \(13\) & \(2.892\) & \(1\): \(<\)100 m & \(-1.005\) \\ \(3\):\(200\)–\(300\) m & \(6.364\) & \(14\) & \(2.68\) & \(2\):\(100\)–\(200\) m & \(-0.644\) \\ \(4\):\(300\)–\(400\) m & \(4.532\) & \(15\) & \(2.027\) & \(3\):\(200\)–\(300\) m & \(-0.496\) \\ \(5\):\(400\)–\(500\) m & \(-11.78\) & \(16\) & \(1.607\) & \(4\):\(300\)–\(400\) m & \(-0.361\) \\ \(6\):\(500\)–\(600\) m & \(0\) & \(17\) & \(1.429\) & \(5\):\(400\)–\(500\) m & \(-0.444\) \\ \(7\):\(>\)\(600\) m & \(0\) & \(18\) & \(0.755\) & \(6\):\(500\)–\(600\) m & \(-0.366\) \\ \hline \multicolumn{3}{c}{**\textless{}Slope angle\textgreater{}**} & \(19\) & \(0\) & \(7\):\(600\)–\(700\) m & \(-0.231\) \\ \hline \hline \(1\):\(<\)\(10^{\circ}\) & \(-25.717\) & \multicolumn{3}{c}{**\textless{}Distances to epicenter\textgreater{}**} & \(8\):\(700\)–\(800\) m & \(-0.56\) \\ \cline{2-6} \(2\):\(10\)–\(20^{\circ}\) & \(-24.894\) & \(1\) & \(-27.93\) & \(9\):\(800\)–\(900\) m & \(-0.587\) \\ \(3\):\(20\)–\(30^{\circ}\) & \(-24.426\) & \(2\) & \(-8.91\) & \(10\):\(900\)–\(1000\) m & \(-0.173\) \\ \(4\):\(30\)–\(40^{\circ}\) & \(-25.102\) & \(3\) & \(-6.511\) & \(11\): \(>\)\(1000\) m & \(0\) \\ \(5\):\(40^{\circ}\) & \(0\) & \(4\) & \(-5.07\) & \multicolumn{3}{c}{**\textless{}Distance to rivers\textgreater{}**} \\ \cline{2-6} \multicolumn{3}{c}{**\textless{}Aspect\textgreater{}**} & \(5\) & \(-5.185\) & \(1\): \(<\)\(100\) m & \(-0.028\) \\ \hline \hline \(1\): Flat & \(-18.45\) & \(6\) & \(-4.388\) & \(2\):\(100\)–\(200\) m & \(-0.287\) \\ \(2\): North & \(0.416\) & \(7\) & \(-4.125\) & \(3\):\(200\)–\(300\) m & \(0.116\) \\ \(3\): Northeast & \(0.92\) & \(8\) & \(-2.974\) & \(4\):\(300\)–\(400\) m & \(-0.552\) \\ \(4\): East & \(1.454\) & \(9\) & \(-2.353\) & \(5\):\(400\)–\(500\) m & \(-0.511\) \\ \(5\): Southeast & \(1.423\) & \(10\) & \(-2.379\) & \(6\):\(500\)–\(600\) m & \(-0.614\) \\ \(6\): South & \(1.021\) & \(11\) & \(-2.185\) & \(7\):\(600\)–\(700\) m & \(-0.386\) \\ \(7\): Southwest & \(0.652\) & \(12\) & \(-2.474\) & \(8\):\(700\)–\(800\) m & \(-0.222\) \\ \(8\): West & \(0.187\) & \(13\) & \(-2.956\) & \(9\):\(800\)–\(900\) m & \(-0.209\) \\ \(9\): Northwest & \(0\) & \(14\) & \(-3.254\) & \(10\):\(900\)–\(1000\) m & \(-0.6\) \\ \hline \multicolumn{3}{c}{**\textless{}Curvature\textgreater{}**} & \(15\) & \(-3.59\) & \(11\):\(>\)\(1000\) m & \(0\) \\ \hline \hline \(1\): \(<\)\(-2\) & \(0.14\) & \(16\) & \(-3.692\) & \multicolumn{3}{c}{**\textless{}Lithology\textgreater{}**} \\ \cline{2-6} \(2\): \(-2\)\(\sim\)\(-1\) & \(0.732\) & \(17\) & \(-3.897\) & \(1\): Hsr & \(-2.517\) \\ \(3\): \(-1\)–\(0\) & \(0.926\) & \(18\) & \(-4.128\) & \(2\): K2 sm & \(1.048\) \\ \(4\):\(0\)–\(1\) & \(1.061\) & \(19\) & \(-5.292\) & \(3\): N1 sr & \(-3.386\) \\ \(5\):\(1\)\(\sim\)\(2\) & \(0.834\) & \(20\) & \(-6.396\) & \(4\): N2 sn & \(0.486\) \\ \(6\): \(>\)\(2\) & \(0\) & \(21\) & \(-7.523\) & \(5\): N3 sn & \(-2.831\) \\ \hline \multicolumn{3}{c}{**\textless{}Distances to fault\textgreater{}**} & \(22\) & \(-9.391\) & \(6\): PG2 sr & \(-0.852\) \\ \hline \hline \(1\) & \(-17.689\) & \(23\) & \(-26.766\) & \(7\): PG3 sr & \(-15.327\) \\ \(2\) & \(0.766\) & \(24\) & \(-23.596\) & \(8\): Q2 sr & \(-0.889\) \\ \(3\) & \(2.891\) & \(25\) & \(0\) & \(9\): Q2 th & \(-5.309\) \\ \cline{2-6} \(4\) & \(4.263\) & \multicolumn{3}{c}{**\textless{}PGA\textgreater{}**} & \(10\): Q3 tl & \(0\) \\ \cline{2-6} \(5\) & \(4.229\) & \(1\): \(<\)\(0.2\)g & \(1.369\) & \multicolumn{3}{c}{**Constant**} & \(17.594\) \\ \cline{2-6} \(6\) & \(3.889\) & \(2\):\(0.2\)–\(0.3\)g & \(1.604\) & \multicolumn{3}{c}{**\textless{}PGA\textgreater{}**} \\ \cline{2-6} \(7\) & \(5.634\) & \(3\):\(0.3\)–\(0.4\)gGenerally, the greater the regression coefficient is, the higher the significance of landslide occurrence is.