Research Article
Model Test Study on Dynamic Response of Expressway Plastic-Reinforced Earth Embankment under Earthquake
Table 2
Embankment physical model test loading system.
| Test number | Case code | Peak acceleration (m s-2) | Time compression ratio | Test number | Case code | White noise peak (m s-2) |
| | | | | 1 | WTN-1 | 0.3 | 2 | KOB-1 | 0.5 | 9.457 | 3 | WTN-2 | 0.3 | 4 | WC-1 | 0.5 | 9.457 | 5 | WTN-3 | 0.3 | 6 | TJ-1 | 0.5 | 9.457 | 7 | WTN-4 | 0.3 | 8 | KOB-2 | 0.5 | 4.472 | 9 | WTN-5 | 0.3 | 10 | WC-2 | 0.5 | 4.472 | 11 | WTN-6 | 0.3 | 12 | TJ-2 | 0.5 | 4.472 | 13 | WTN-7 | 0.3 | 14 | KOB-3 | 0.5 | 2.115 | 15 | WTN-8 | 0.3 | 16 | WC-3 | 0.5 | 2.115 | 17 | WTN-9 | 0.3 | 18 | TJ-3 | 0.5 | 2.115 | 19 | WTN-10 | 0.3 | 20 | KOB-4 | 0.5 | 1 | 21 | WTN-11 | 0.3 | 22 | WC-4 | 0.5 | 1 | 23 | WTN-12 | 0.3 | 24 | TJ-4 | 0.5 | 1 | 25 | WTN-13 | 0.3 | 26 | KOB-5 | 1 | 9.457 | 27 | WTN-14 | 0.3 | 28 | WC-5 | 1 | 9.457 | 29 | WTN-15 | 0.3 | 30 | TJ-5 | 1 | 9.457 | 31 | WTN-16 | 0.3 | 32 | KOB-6 | 1 | 4.472 | 33 | WTN-17 | 0.3 | 34 | WC-6 | 1 | 4.472 | 35 | WTN-18 | 0.3 | 36 | TJ-6 | 1 | 4.472 | 37 | WTN-19 | 0.3 | 38 | KOB-7 | 1 | 2.115 | 39 | WTN-20 | 0.3 | 40 | WC-7 | 1 | 2.115 | 41 | WTN-21 | 0.3 | 42 | TJ-7 | 1 | 2.115 | 43 | WTN-22 | 0.3 | 44 | KOB-8 | 1 | 1 | 45 | WTN-23 | 0.3 | 46 | WC-8 | 1 | 1 | 47 | WTN-24 | 0.3 | 48 | TJ-8 | 1 | 1 | 49 | WTN-25 | 0.3 | 50 | KOB-9 | 2 | 9.457 | 51 | WTN-26 | 0.3 | 52 | WC-9 | 2 | 9.457 | 53 | WTN-27 | 0.3 | 54 | TJ-9 | 2 | 9.457 | 55 | WTN-28 | 0.3 | 56 | KOB-10 | 2 | 4.472 | 57 | WTN-29 | 0.3 | 58 | WC-10 | 2 | 4.472 | 59 | WTN-30 | 0.3 | 60 | TJ-10 | 2 | 4.472 | 61 | WTN-31 | 0.3 | 62 | KOB-11 | 2 | 2.115 | 63 | WTN-32 | 0.3 | 64 | WC-11 | 2 | 2.115 | 65 | WTN-33 | 0.3 | 66 | TJ-11 | 2 | 2.115 | 67 | WTN-34 | 0.3 | 68 | KOB-12 | 2 | 1 | 69 | WTN-35 | 0.3 | 70 | WC-12 | 2 | 1 | 71 | WTN-36 | 0.3 | 72 | TJ-12 | 2 | 1 | 73 | WTN-37 | 0.3 | 74 | KOB-13 | 3 | 9.457 | 75 | WTN-38 | 0.3 | 76 | WC-13 | 3 | 9.457 | 77 | WTN-39 | 0.3 | 78 | TJ-13 | 3 | 9.457 | 79 | WTN-40 | 0.3 | 80 | KOB-14 | 3 | 4.472 | 81 | WTN-41 | 0.3 | 82 | WC-14 | 3 | 4.472 | 83 | WTN-42 | 0.3 | 84 | TJ-14 | 3 | 4.472 | 85 | WTN-43 | 0.3 | 86 | KOB-15 | 3 | 2.115 | 87 | WTN-44 | 0.3 | 88 | WC-15 | 3 | 2.115 | 89 | WTN-45 | 0.3 | 90 | TJ-15 | 3 | 2.115 | 91 | WTN-46 | 0.3 | 92 | KOB-16 | 3 | 1 | 93 | WTN-47 | 0.3 | 94 | WC-16 | 3 | 1 | 95 | WTN-48 | 0.3 | 96 | TJ-16 | 3 | 1 | 97 | WTN-49 | 0.3 | 98 | KOB-17 | 4 | 9.457 | 99 | WTN-50 | 0.3 | 100 | WC-17 | 4 | 9.457 | 101 | WTN-51 | 0.3 | 102 | TJ-17 | 4 | 9.457 | 103 | WTN-52 | 0.3 | 104 | KOB-18 | 4 | 4.472 | 105 | WTN-53 | 0.3 | 106 | WC-18 | 4 | 4.472 | 107 | WTN-54 | 0.3 | 108 | TJ-18 | 4 | 4.472 | 109 | WTN-55 | 0.3 | 110 | KOB-19 | 4 | 2.115 | 111 | WTN-56 | 0.3 | 112 | WC-19 | 4 | 2.115 | 113 | WTN-57 | 0.3 | 114 | TJ-19 | 4 | 2.115 | 115 | WTN-58 | 0.3 | 116 | KOB-20 | 4 | 1 | 117 | WTN-59 | 0.3 | 118 | WC-20 | 4 | 1 | 119 | WTN-60 | 0.3 | 120 | TJ-20 | 4 | 1 | 121 | WTN-61 | 0.3 |
|
|