b¶ng tÝnh CHK’D T.V.BANG T-07-001 DATE 13-DEC-2006 PREP’D APP’D P.Q.DUNG JOB No L.N.M.QUANG DOC No REV DATE PAGE 13-DEC-06 ALL DESCRIPTION FOR REVIEW XSHEET OF 42 REV PREP’D CHK’D APP’D PQD TVB MQL b¶ng tÝnh CHK’D T.V.BANG T-07-001 DATE 13-DEC-2006 PREP’D APP’D P.Q.DUNG JOB No L.N.M.QUANG DOC No REV DATE PAGE 13-DEC-06 ALL DESCRIPTION FOR REVIEW XSHEET OF 42 REV PREP’D CHK’D APP’D PQD TVB MQL b¶ng tÝnh CHK’D T.V.BANG T-07-001 DATE 13-DEC-2006 PREP’D APP’D P.Q.DUNG JOB No L.N.M.QUANG DOC No REV DATE PAGE 13-DEC-06 ALL DESCRIPTION FOR REVIEW XSHEET OF 42 REV PREP’D CHK’D APP’D PQD TVB MQL b¶ng tÝnh b¶ng tÝnh CHK’D T.V.BANG T-07-001 DATE 13-DEC-2006 PREP’D APP’D P.Q.DUNG JOB No L.N.M.QUANG DOC No REV DATE PAGE 13-DEC-06 ALL DESCRIPTION FOR REVIEW XSHEET OF 42 REV PREP’D CHK’D APP’D PQD TVB MQL têng chắn neo đất bảng tính CHKD T.V.BANG T-07-001 DATE 13-DEC-2006 PREP’D APP’D P.Q.DUNG JOB No L.N.M.QUANG DOC No REV DATE PAGE 13-DEC-06 ALL DESCRIPTION FOR REVIEW XSHEET OF 42 REV PREP’D CHK’D APP’D PQD TVB MQL b¶ng tÝnh CHK’D T.V.BANG T-07-001 DATE 13-DEC-2006 PREP’D APP’D P.Q.DUNG JOB No L.N.M.QUANG DOC No REV DATE PAGE 13-DEC-06 ALL DESCRIPTION FOR REVIEW XSHEET OF 42 REV PREP’D CHK’D APP’D PQD TVB MQL b¶ng tÝnh CHK’D T.V.BANG T-07-001 DATE 13-DEC-2006 PREP’D APP’D P.Q.DUNG JOB No L.N.M.QUANG DOC No REV DATE PAGE 13-DEC-06 ALL DESCRIPTION FOR REVIEW XSHEET OF 42 REV PREPD CHKD APPD PQD TVB MQL Công trình TRUNG TÂM ĐIềU HàNH Và THÔNG TIN VIễN THÔNG ĐIệN LựC VIệT NAM JOB No DOC No T-07-001 b¶ng tÝnh REV x-x SHEET OF 42 môc lôc Trang Tổng quan Mặt bằng, mặt cắt bố trí tờng chắn neo đất 3 Tính toán neo đất Tính toán thiết kế tờng chắn dày 800 mm, sâu 28 m 4.1 Thông số đất . 4.2 Paroi Dữ liệu đầu vào 10 4.3 Paroi – XuÊt kÕt qu¶………………………………………………… 14 4.4 Kết tính toán thép Xuất kết tõ Cacao ……………………… 29 JOB No DOC No T-07-001 b¶ng tÝnh REV x-x SHEET OF 42 Tổng quan Dới phần trình bày tính toán giả định cho tờng chắn đất giai đoạn thi công đào đất, giằng chống đến cao độ đào đất cuối giai đoạn thi công kết cấu sàn tầng hầm JOB No DOC No T-07-001 b¶ng tÝnh REV x-x SHEET OF 42 mặt bằng, mặt cắt bố trí tờng chắn neo đất JOB No DOC No T-07-001 bảng tÝnh | | | | 6.50| 4.72| 4.72| 2.50| 40.36| 39.18| 39.18| 37.70| REV x-x SHEET 22 OF 42 -0.00| -0.00| -0.00| -1.64| -0.00| 0.00| -0.00| 2.53| 6.66e-004| 6.66e-004| 6.66e-004| 6.56e-004| 0.00| 0.00| 0.00| 2.52| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|2|0| 37.14| 28.54| 28.54| 25.15| **** **** **** **** | | | | -1.64| 13.72| 13.72| 22.69| 22.69| 36.56| 36.56| 45.37| 45.37| 32.17| 32.17| 26.08| -20.34| -17.92| -17.92| -15.87| -15.87| -10.47| -10.47| 0.09| 0.09| 14.83| 14.83| 18.16| 6.56e-004| 7.14e-004| 7.14e-004| 8.28e-004| 8.28e-004| 1.20e-003| 1.20e-003| 2.00e-003| 2.00e-003| 2.88e-003| 2.88e-003| 3.01e-003| 2.52| 3.53| 3.53| 4.21| 4.64| 5.69| 5.69| 7.27| 7.27| 8.76| 8.76| 9.23| 0.00|2|0| 0.00|2|0| 0.00|2|0| 0.00|2|0| 0.00|2|0| 0.00|2|0| 0.00|2|0| 0.00|2|0| 0.00|2|0| 0.00|2|0| 0.00|2|0| 0.37|2|0| 25.15| 24.20| 24.20| 23.51| 35.99| 34.95| 34.95| 32.34| 32.34| 27.51| 27.51| 26.35| **** **** **** **** **** **** **** **** **** **** **** **** | | | | | | | | | | | | => Anchor tension = 84.509 t | | | | | | | | | | | | 2.50| 1.70| 1.70| 1.17| 1.17| 0.13| 0.13| -1.50| -1.50| -3.33| -3.33| -3.70| 37.70| 37.16| 37.16| 36.75| 36.75| 35.71| 35.71| 33.14| 33.14| 28.62| 28.62| 27.53| => Anchor tension = 75.000 t | -3.70| 27.53| 26.08| -2.14| 3.01e-003| 9.23| 0.37|2|0| 26.35| **** | | -4.50| 25.03| 24.74| 5.62| 3.25e-003| 10.14| 1.17|2|0| 23.58| **** | | -4.50| 25.03| 24.74| 5.62| 3.25e-003| 10.14| 1.17|2|1| 23.58| 26.78| | -4.95| 23.54| 21.19| 10.14| 3.37e-003| 9.70| 1.17|2|2| 21.90| 23.33| | -4.95| 23.54| 21.19| 10.14| 3.37e-003| 9.70| 1.17|2|2| 21.90| 23.33| | -7.55| 14.43| -22.80| 17.13| 3.39e-003| -4.32| 1.17|2|2| 11.50| 2.75| | -7.55| 14.43| -22.80| 17.13| 3.39e-003| -4.32| 1.17|2|2| 11.50| 2.75| | -9.30| 9.05| -45.13| 9.47| 2.67e-003| -2.22| 1.17|2|2| 5.41| 0.00| | -9.30| 9.05| -45.13| 9.47| 2.67e-003| -11.54| 1.17|2|2| 7.24| 0.00| | -11.00| 5.32| -47.99| -4.07| 1.71e-003| -4.86| 1.17|2|2| 3.12| 0.00| | -11.00| 5.32| -47.99| -4.07| 1.71e-003| -4.86| 1.17|2|2| 3.12| 0.00| | -13.00| 2.94| -33.48| -8.86| 7.35e-004| -0.50| 1.17|1|2| 0.48| 0.00| | -13.00| 2.94| -33.48| -8.86| 7.35e-004| -0.50| 1.17|1|2| 0.48| 0.00| | -15.00| 2.12| -16.19| -7.60| 1.58e-004| 1.69| 1.17|2|2| 0.00| 0.00| | -15.00| 2.12| -16.19| -7.60| 1.58e-004| 1.69| 1.17|2|2| 0.00| 0.00| | -17.00| 2.08| -4.78| -3.78|-7.32e-005| 1.84| 1.17|2|2| 0.00| 0.00| | -17.00| 2.08| -4.78| -3.78|-7.32e-005| 1.84| 1.17|2|2| 0.00| 0.00| | -19.00| 2.30| -0.42| -0.89|-1.23e-004| 0.98| 1.17|2|2| 0.00| 0.00| | -19.00| 2.30| -0.42| -0.89|-1.23e-004| 0.98| 1.17|2|2| 0.00| 0.00| | -21.50| 2.61| 0.00| 0.00|-1.24e-004| -0.26| 1.17|2|2| 0.00| 0.00| | -+ -+ + + + -+ -+-+-+ + + Passive pressure available 1075.01 t/m Passive pressure mobilised 180.15 t/m Safety factor 5.97 22 JOB No DOC No T-07-001 b¶ng tÝnh REV x-x SHEET 23 OF 42 PHASE : Excavate to EL-7.550 (Đào ®Êt ®Õn cao ®é EL.-7.550) Excavation side excavation at -7.55 m Hydrostatic water level on fouille side = -7.55 m *** iteration no *** y1 = 38.40403 mm y2 = 38.28904 mm *** iteration no *** y1 = 36.65118 mm y2 = 36.66658 mm *** iteration no *** y1 = 35.61406 mm y2 = 35.96029 mm *** iteration no *** y1 = 37.76542 mm y2 = 38.21963 mm *** iteration no *** y1 = 38.91582 mm y2 = 39.35217 mm *** iteration no *** y1 = 39.06336 mm y2 = 39.49540 mm *** iteration no *** y1 = 39.07841 mm y2 = 39.50998 mm PHASE : Excavate to EL-7.550 Exacavation level on soil side : 6.50 Excavation level on excavation side : -7.55 Water level on soil side : -3.33 Water level on excavation side : -7.55 Number of iterations : + -+ -+ + + + -+ -+ -+ -+ | | | | | | react.| water||sta|at rest abcis|| | Level | y | M | T | rotation |+ water| only | | | soil | exc | | (m) | (mm) | (t*m) | (t) | (radian) | (t/m2)| (t/m2)|e|x| (mm) | (mm) | | -+ -+ + + + -+ -+-+-+ + + | 6.50| 39.08| 0.00| 0.00|-1.22e-003| 0.41| 0.00|2|0| 37.95| **** | | 4.72| 41.24| -0.23| 0.14|-1.22e-003| 0.00| 0.00|1|0| 28.78| **** | 23 JOB No DOC No T-07-001 b¶ng tÝnh | | 4.72| 2.50| 41.24| 43.96| REV x-x SHEET 24 OF 42 -0.23| -2.13| 0.14|-1.22e-003| 2.56|-1.24e-003| 0.00| 2.36| 0.00|1|0| 28.78| **** | 0.00|1|0| 25.15| **** | -2.13| 14.31| 14.31| 24.08| 24.08| 40.19| 40.19| 55.53| 55.53| 55.49| 55.49| 52.89| -21.62|-1.24e-003| -19.36|-1.18e-003| -19.36|-1.18e-003| -17.44|-1.06e-003| -17.44|-1.06e-003| -13.26|-6.62e-004| -13.26|-6.62e-004| -5.31| 2.69e-004| -5.31| 2.69e-004| 5.76| 1.49e-003| 5.76| 1.49e-003| 8.31| 1.73e-003| 2.36| 3.30| 3.30| 3.92| 3.66| 4.35| 4.35| 5.44| 5.44| 6.66| 6.66| 7.15| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.37|1|0| => Anchor tension = 89.358 t | | | | | | | | | | | | 2.50| 1.70| 1.70| 1.17| 1.17| 0.13| 0.13| -1.50| -1.50| -3.33| -3.33| -3.70| 43.96| 44.94| 44.94| 45.53| 45.53| 46.45| 46.45| 46.81| 46.81| 45.20| 45.20| 44.60| 25.15| 24.20| 24.20| 23.51| 35.99| 34.95| 34.95| 32.34| 32.34| 27.51| 27.51| 26.35| **** **** **** **** **** **** **** **** **** **** **** **** | | | | | | | | | | | | => Anchor tension = 88.215 t | -3.70| 44.60| 52.89| -15.56| 1.73e-003| 7.15| 0.37|1|0| 26.35| **** | | -4.50| 43.01| 62.94| -9.42| 2.28e-003| 8.22| 1.17|1|0| 23.58| **** | | -4.50| 43.01| 62.94| -9.42| 2.28e-003| 8.22| 1.17|1|0| 23.58| **** | | -4.95| 41.91| 66.33| -5.58| 2.62e-003| 8.82| 1.62|1|0| 21.90| **** | | -4.95| 41.91| 66.33| -5.58| 2.62e-003| 8.82| 1.62|1|0| 21.90| **** | | -7.55| 32.49| 47.30| 21.84| 4.52e-003| 12.28| 4.22|1|0| 11.50| **** | | -7.55| 32.49| 47.30| 21.84| 4.52e-003| 12.28| 4.22|1|3| 11.50| 2.75| | -9.30| 23.99| -5.75| 36.22| 4.99e-003| 4.15| 4.22|1|3| 5.41| 0.00| | -9.30| 23.99| -5.75| 36.22| 4.99e-003| -2.32| 4.22|1|3| 7.24| 0.00| | -11.00| 15.92| -58.17| 21.60| 4.31e-003| -14.88| 4.22|1|3| 3.12| 0.00| | -11.00| 15.92| -58.17| 21.60| 4.31e-003| -14.88| 4.22|1|3| 3.12| 0.00| | -13.00| 8.86| -70.86| -5.48| 2.70e-003| -8.00| 4.22|1|2| 0.54| 0.00| | -13.00| 8.86| -70.86| -5.48| 2.70e-003| -8.00| 4.22|1|2| 0.54| 0.00| | -15.00| 5.00| -49.57| -13.15| 1.26e-003| -0.60| 4.22|1|2| 0.00| 0.00| | -15.00| 5.00| -49.57| -13.15| 1.26e-003| -0.60| 4.22|1|2| 0.00| 0.00| | -17.00| 3.45| -24.42| -11.01| 3.99e-004| 2.18| 4.22|1|2| 0.00| 0.00| | -17.00| 3.45| -24.42| -11.01| 3.99e-004| 2.18| 4.22|1|2| 0.00| 0.00| | -19.00| 3.08| -7.26| -6.01| 4.66e-005| 2.60| 4.22|1|2| 0.00| 0.00| | -19.00| 3.08| -7.26| -6.01| 4.66e-005| 2.60| 4.22|1|2| 0.00| 0.00| | -21.50| 3.10| -0.00| 0.00|-2.44e-005| 2.16| 4.22|1|2| 0.00| 0.00| | -+ -+ + + + -+ -+-+-+ + + Passive pressure available 740.52 t/m Passive pressure mobilised 198.57 t/m Safety factor 3.73 24 JOB No DOC No T-07-001 b¶ng tÝnh REV x-x SHEET 25 OF 42 PHASE : Install raft at EL.-4.95,B2 at EL.+0.125,B1 at EL+4.725, Remove A1, A2 (Thi công hệ dầm sàn tầng hầm thø 3, tÇng hÇm thø 2, tÇng hÇm thø 1, tháo dỡ lớp neo thứ thứ 2) Installation of elastic slab at segment 11 H/Y = 52980.000 H/0 = 0.000 M/Y = 0.000 M/0 = 0.000 H0 = 0.000 M0 = 0.000 Floor level -4.95 m, segment No 11 Y0 = 41.906 mm o0 = 2.618e-003 rad Installation of elastic slab at segment H/Y = 13245.000 H/0 = 0.000 M/Y = 0.000 M/0 = 0.000 H0 = 0.000 M0 = 0.000 Floor level 0.13 m, segment No Y0 = 46.452 mm o0 = -6.616e-004 rad Installation of elastic slab at segment H/Y = 13245.000 H/0 = 0.000 25 JOB No DOC No T-07-001 REV x-x b¶ng tÝnh SHEET 26 OF 42 M/Y = 0.000 M/0 = 0.000 H0 = 0.000 M0 = 0.000 Floor level 4.72 m, segment No Y0 = 41.237 mm o0 = -1.218e-003 rad anchor removed level -3.70 anchor removed level 2.50 *** iteration no *** y1 = 39.13179 mm y2 = 39.72000 mm *** iteration no *** y1 = 39.13937 mm y2 = 39.72611 mm *** iteration no *** y1 = 39.13937 mm y2 = 39.72610 mm *** iteration no *** y1 = 39.13937 mm y2 = 39.72610 mm PHASE : Install raft at EL.-4.95,B2 at EL.+0.125,B1 at EL+4.725, Remove A1, A2 Exacavation level on soil side : 6.50 Excavation level on excavation side : -7.55 Water level on soil side : -3.33 Water level on excavation side : -7.55 Number of iterations : + -+ -+ + + + -+ -+ -+ -+ | | | | | | react.| water||sta|at rest abcis|| | Level | y | M | T | rotation |+ water| only | | | soil | exc | | (m) | (mm) | (t*m) | (t) | (radian) | (t/m2)| (t/m2)|e|x| (mm) | (mm) | | -+ -+ + + + -+ -+-+-+ + + | 6.50| 39.14| -0.00| 0.00|-1.65e-003| 0.39| 0.00|2|0| 37.95| **** | | 4.72| 42.07| -0.19| 0.11|-1.65e-003| 0.00| 0.00|1|0| 30.84| **** | => Forces applied by the floor on the wall => Horizontal force = 11.081 t/ml Moment = 0.000 t*m/ml | | | | | | | | 4.72| 2.50| 2.50| 1.70| 1.70| 1.17| 1.17| 0.13| 42.07| 45.54| 45.54| 46.53| 46.53| 47.07| 47.07| 47.82| -0.19| 22.63| 22.63| 28.61| 28.61| 31.45| 31.45| 33.90| -10.97|-1.65e-003| -8.55|-1.35e-003| -8.55|-1.35e-003| -6.28|-1.11e-003| -6.28|-1.11e-003| -4.37|-9.22e-004| -4.37|-9.22e-004| -0.18|-5.18e-004| 0.00| 2.36| 2.36| 3.30| 3.30| 3.92| 3.66| 4.35| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 30.84| 30.95| 30.95| 31.25| 31.25| 31.40| 43.87| 44.47| **** **** **** **** **** **** **** **** | | | | | | | | 4.35| 5.44| 5.44| 6.66| 6.66| 7.15| 7.15| 8.22| 8.22| 8.82| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.37|1|0| 0.37|1|0| 1.17|1|0| 1.17|1|0| 1.62|1|0| 44.47| 44.34| 44.34| 42.17| 42.17| 41.52| 41.52| 39.80| 39.80| 38.63| **** **** **** **** **** **** **** **** **** **** | | | | | | | | | | 8.82| 1.62|1|0| 38.63| **** | => Forces applied by the floor on the wall => Horizontal force = 18.133 t/ml Moment = 0.000 t*m/ml | | | | | | | | | | 0.13| -1.50| -1.50| -3.33| -3.33| -3.70| -3.70| -4.50| -4.50| -4.95| 47.82| 48.01| 48.01| 46.11| 46.11| 45.41| 45.41| 43.55| 43.55| 42.30| 33.90| 57.46| 57.46| 66.67| 66.67| 65.95| 65.95| 60.95| 60.95| 55.87| -18.32|-5.18e-004| -10.37| 3.72e-004| -10.37| 3.72e-004| 0.70| 1.74e-003| 0.70| 1.74e-003| 3.25| 2.03e-003| 3.25| 2.03e-003| 9.40| 2.62e-003| 9.40| 2.62e-003| 13.23| 2.93e-003| => Forces applied by the floor on the wall => Horizontal force = 20.794 t/ml Moment = 0.000 t*m/ml | -4.95| 42.30| 55.87| -7.56| 2.93e-003| 26 JOB No DOC No T-07-001 b¶ng tÝnh REV x-x SHEET 27 OF 42 | -7.55| 32.41| 41.98| 19.90| 4.60e-003| 12.37| 4.22|2|0| 28.82| **** | | -7.55| 32.41| 41.98| 19.90| 4.60e-003| 12.37| 4.22|2|1| 28.82| 32.49| | -9.30| 23.86| -8.00| 34.70| 4.99e-003| 4.43| 4.22|2|2| 20.06| 16.87| | -9.30| 23.86| -8.00| 34.70| 4.99e-003| -1.81| 4.22|2|2| 21.89| 17.67| | -11.00| 15.82| -58.54| 20.88| 4.29e-003| -14.48| 4.22|2|2| 13.69| 3.46| | -11.00| 15.82| -58.54| 20.88| 4.29e-003| -14.48| 4.22|2|2| 13.69| 3.46| | -13.00| 8.81| -70.44| -5.62| 2.67e-003| -7.81| 4.22|2|2| 6.46| 0.00| | -13.00| 8.81| -70.44| -5.62| 2.67e-003| -7.81| 4.22|2|2| 6.46| 0.00| | -15.00| 4.99| -49.15| -13.07| 1.24e-003| -0.55| 4.22|2|2| 2.44| 0.00| | -15.00| 4.99| -49.15| -13.07| 1.24e-003| -0.55| 4.22|2|2| 2.44| 0.00| | -17.00| 3.45| -24.19| -10.92| 3.94e-004| 2.17| 4.22|1|2| 0.73| 0.00| | -17.00| 3.45| -24.19| -10.92| 3.94e-004| 2.17| 4.22|1|2| 0.73| 0.00| | -19.00| 3.09| -7.18| -5.95| 4.53e-005| 2.58| 4.22|1|2| 0.19| 0.00| | -19.00| 3.09| -7.18| -5.95| 4.53e-005| 2.58| 4.22|1|2| 0.19| 0.00| | -21.50| 3.11| 0.00| -0.00|-2.49e-005| 2.13| 4.22|1|2| 0.01| 0.00| | -+ -+ + + + -+ -+-+-+ + + Passive pressure available 740.52 t/m Passive pressure mobilised 197.65 t/m Safety factor 3.75 PHASE : 7-Permanent (Tải trọng dài hạn) Creep of the elastic slab at segment number H/Y = 6620.000 H/0 = 0.000 M/Y = 0.000 M/0 = 0.000 H0 = 0.000 M0 = 0.000 27 JOB No DOC No T-07-001 REV x-x b¶ng tÝnh SHEET 28 OF 42 Creep of the elastic slab at segment number H/Y = 6620.000 H/0 = 0.000 M/Y = 0.000 M/0 = 0.000 H0 = 0.000 M0 = 0.000 Creep of the elastic slab at segment number 11 H/Y = 26490.000 H/0 = 0.000 M/Y = 0.000 M/0 = 0.000 H0 = 0.000 M0 = 0.000 *** iteration no *** y1 = 39.96753 mm y2 = 40.57867 mm *** iteration no *** y1 = 39.98353 mm y2 = 40.59315 mm *** iteration no *** y1 = 39.98353 mm y2 = 40.59314 mm PHASE : 7-Permanent Exacavation level on soil side : 6.50 Excavation level on excavation side : -7.55 Water level on soil side : -3.33 Water level on excavation side : -7.55 Number of iterations : + -+ -+ + + + -+ -+ -+ -+ | | | | | | react.| water||sta|at rest abcis|| | Level | y | M | T | rotation |+ water| only | | | soil | exc | | (m) | (mm) | (t*m) | (t) | (radian) | (t/m2)| (t/m2)|e|x| (mm) | (mm) | | -+ -+ + + + -+ -+-+-+ + + | 6.50| 39.98| 0.00| 0.00|-1.72e-003| 0.12| 0.00|2|0| 37.95| **** | | 4.72| 43.03| -0.04| 0.02|-1.72e-003| 0.00| 0.00|1|0| 31.68| **** | => Forces applied by the floor on the wall => Horizontal force = 11.879 t/ml Moment = 0.000 t*m/ml | | | | | | | | 4.72| 2.50| 2.50| 1.70| 1.70| 1.17| 1.17| 0.13| 43.03| 46.61| 46.61| 47.62| 47.62| 48.16| 48.16| 48.88| -0.04| 24.76| 24.76| 31.46| 31.46| 34.77| 34.77| 38.14| -11.86|-1.72e-003| -9.44|-1.38e-003| -9.44|-1.38e-003| -7.17|-1.12e-003| -7.17|-1.12e-003| -5.26|-9.13e-004| -5.26|-9.13e-004| -1.08|-4.63e-004| 0.00| 2.36| 2.36| 3.30| 3.30| 3.92| 3.66| 4.35| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 31.68| 32.52| 32.52| 32.84| 32.84| 32.93| 45.40| 45.84| **** **** **** **** **** **** **** **** | | | | | | | | 4.35| 5.44| 5.44| 6.66| 6.66| 7.15| 7.15| 8.22| 8.22| 8.82| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.00|1|0| 0.37|1|0| 0.37|1|0| 1.17|1|0| 1.17|1|0| 1.62|1|0| 45.84| 45.53| 45.53| 43.08| 43.08| 42.33| 42.33| 40.35| 40.35| 39.03| **** **** **** **** **** **** **** **** **** **** | | | | | | | | | | 8.82| 1.62|1|0| 39.03| **** | => Forces applied by the floor on the wall => Horizontal force = 16.085 t/ml Moment = 0.000 t*m/ml | | | | | | | | | | 0.13| -1.50| -1.50| -3.33| -3.33| -3.70| -3.70| -4.50| -4.50| -4.95| 48.88| 48.92| 48.92| 46.77| 46.77| 46.02| 46.02| 44.04| 44.04| 42.73| 38.14| 59.83| 59.83| 66.92| 66.92| 65.77| 65.77| 59.84| 59.84| 54.24| -17.16|-4.63e-004| -9.21| 4.90e-004| -9.21| 4.90e-004| 1.86| 1.88e-003| 1.86| 1.88e-003| 4.41| 2.17e-003| 4.41| 2.17e-003| 10.56| 2.76e-003| 10.56| 2.76e-003| 14.39| 3.07e-003| => Forces applied by the floor on the wall => Horizontal force = 21.872 t/ml Moment = 0.000 t*m/ml | -4.95| 42.73| 54.24| -7.48| 3.07e-003| 28 JOB No DOC No T-07-001 b¶ng tÝnh REV x-x SHEET 29 OF 42 | -7.55| 32.57| 40.15| 19.94| 4.68e-003| 12.28| 4.22|1|0| 28.82| **** | | -7.55| 32.57| 40.15| 19.94| 4.68e-003| 12.28| 4.22|1|3| 28.82| 32.41| | -9.30| 23.91| -9.62| 34.45| 5.03e-003| 4.33| 4.22|2|2| 20.06| 16.87| | -9.30| 23.91| -9.62| 34.45| 5.03e-003| -1.99| 4.22|2|2| 21.89| 17.67| | -11.00| 15.82| -59.58| 20.51| 4.31e-003| -14.46| 4.22|2|2| 13.69| 3.46| | -11.00| 15.82| -59.58| 20.51| 4.31e-003| -14.46| 4.22|2|2| 13.69| 3.46| | -13.00| 8.79| -70.84| -5.87| 2.67e-003| -7.73| 4.22|2|2| 6.46| 0.00| | -13.00| 8.79| -70.84| -5.87| 2.67e-003| -7.73| 4.22|2|2| 6.46| 0.00| | -15.00| 4.97| -49.21| -13.17| 1.24e-003| -0.49| 4.22|2|2| 2.44| 0.00| | -15.00| 4.97| -49.21| -13.17| 1.24e-003| -0.49| 4.22|2|2| 2.44| 0.00| | -17.00| 3.45| -24.15| -10.93| 3.90e-004| 2.20| 4.22|2|2| 0.73| 0.00| | -17.00| 3.45| -24.15| -10.93| 3.90e-004| 2.20| 4.22|2|2| 0.73| 0.00| | -19.00| 3.09| -7.15| -5.93| 4.23e-005| 2.58| 4.22|2|2| 0.20| 0.00| | -19.00| 3.09| -7.15| -5.93| 4.23e-005| 2.58| 4.22|2|2| 0.20| 0.00| | -21.50| 3.12| 0.00| -0.00|-2.76e-005| 2.12| 4.22|1|2| 0.02| 0.00| | -+ -+ + + + -+ -+-+-+ + + Passive pressure available 740.52 t/m Passive pressure mobilised 197.67 t/m Safety factor 3.75 29 JOB No DOC No T-07-001 b¶ng tÝnh REV x-x SHEET 30 OF 42 30 JOB No DOC No T-07-001 b¶ng tÝnh 4.4 REV x-x SHEET 31 OF 42 KÕt qu¶ tính toán thép Xuất kết từ Cacao 31 JOB No DOC No T-07-001 b¶ng tÝnh REV x-x SHEET 32 OF 42 32 JOB No DOC No T-07-001 b¶ng tÝnh REV x-x SHEET 33 OF 42 33 JOB No DOC No T-07-001 b¶ng tÝnh REV x-x SHEET 34 OF 42 34 JOB No DOC No T-07-001 b¶ng tÝnh REV x-x SHEET 35 OF 42 35 JOB No DOC No T-07-001 b¶ng tÝnh REV x-x SHEET 36 OF 42 36 ... EL.+1.70 Exacavation level on soil side : 6.50 Excavation level on excavation side : 1.70 Water level on soil side : -3.33 Water level on excavation side : -3.33 Number of iterations : + -+ ... EL.-4.50 Exacavation level on soil side : 6.50 Excavation level on excavation side : -4.50 Water level on soil side : -3.33 Water level on excavation side : -4.50 Number of iterations : + -+ ... preload 75t Exacavation level on soil side : 6.50 Excavation level on excavation side : -4.50 Water level on soil side : -3.33 Water level on excavation side : -4.50 Number of iterations : + -+