Transcription of 宅地擁壁の改修・補強事例（案） - kanuka.jp
1 A C D A A 16 10 22 23 150 kN/ SPT (LLT) KBM N 50 KBM E=8085kN/m2 4 -1 1 Qp Qp P -2 1 0+4.
2 67 1,500 2 7511,5001,5001,5001,500 -2 - 2, 0002, 3501, 5001, 0008, 000 m 3 -4 5 50 50 ( 5 6) D13@200 t 35 -4 2 -3 2 -5 2 -6 2 C 7 -3 -4 700mm 10,000mm 2,850mm 600mm 600mm RC =250mm :FG2 ( FG1.)
3 1,000X1,500) -8 -7 3 -8 3 2505100100FG12000100030001500FG26001100F 1P1C1DL= 700 2000 5504050DL= 30 RC -4 3 -3 3 D B 9 7 5 300kN/m2 5 2 6 10 65 2 20 10 4 ( 1W1 2W2) 1 2 P= (W1+W2) 5 9 4 6 15 ( ) ( ) 17 7
