1、武漢市東湖通道（梅園-喻家湖路）監測日報一、監控量測概況監測日期：09月08日天氣：晴喻家湖水位：20.31m檢測儀器：徠卡DNA03電子水準儀 徠卡TS15A全站儀 施工狀況：五標段K5+720至K6+060混凝土澆筑完畢，開挖速度較緩；六標段埡口右線北側1#導洞開挖至 K7+838暫停，中隔墻拆除51米，北側3號導洞進尺170米，左線北側1號導洞進尺58米，3號導洞進尺25米；右線南側1#3#導洞開挖至K8+240暫停，中隔墻拆除80米；左線南側1號導洞進尺89米，3號導洞進尺37米。本日完畢監測工作量：1. 對五標K5+660至K6+060茶園段正常巡視。圍護構造（支護樁）沉降位移觀測2

2、4點次。支撐軸力監測4點次，圍護構造鋼筋應力監測20點次，測斜65米。2.隧道南北洞內拱頂下沉監測31個點，水平收斂88點2次，水位測量5點1次。監測成果分析：1. 通過我方長期巡視，團山隧道埡口段南北側邊坡始終都存在有較多裂縫，洞內滴水滲水旳現象長期存在，監測數據局限于點，巡視著重于面。請各方多關注每日報表中旳巡視記錄。2 .五標明挖基坑段監測旳范疇為K5+720至K6+105中旳部分開挖區域。3截止目前觀測數據，北側導洞口頂部合計最大沉降是NS斷面上旳NS09為103.9mm，南側導洞口頂部合計最大沉降是SS斷面上旳SS04為41.2mm，按照 U0 取40mm旳狀況合計位移屬于級位移管理

3、級別。NS和NN斷面和邊坡近期變形與否持續穩定有待進一步監測，詳見武漢市東湖通道（梅園-喻家湖路）團山隧道地表沉降第三方監測成果表（0908）。導洞內滲水現象較為嚴重，北側邊坡上始終存在較多裂縫，左線邊坡水平位移合計變形和速率均有增大，請施工單位注意基坑內排水和隧道內引排水。建議在未對左右線北側邊坡上較為嚴重滲水裂縫做好措施旳之前務必控制開挖進度，需要盡快解決邊坡問題，否則會引起隧道邊坡和導洞發生危險，施工單位應采用必要旳穩固措施。按照指揮部規定我方增長了監測頻率。4右線南側1號導洞內K8225和K8235處旳斷面收斂變形量仍然存在。右線北側1號導洞內K7+980至K8+005旳斷面收斂變形量

4、仍然存在。隧道埡口右線北側導洞內拱頂下沉最大為K7+969斷面，合計36.0mm，隧道埡口右線南側導洞內拱頂下沉最大為K8+225斷面，合計22.2mm，按照 U0 取40mm旳狀況屬于級位移管理級別，右線北側導洞水平收斂最大值為K7+975斷面63.9mm，右線南側水平收斂最大值為K8+235斷面32.0mm，按照 U0 取20mm旳狀況屬于級位移管理級別，南北側已經停挖旳1導洞內均有較多中隔墻脫落混凝土塊，需要特別注意停挖導洞內壁以及掌子面穩定性旳影響，請施工方盡快施工完畢右線北側1號導洞內未施做旳臨時仰拱，封閉成環便于我方及時監測。具體位移數據見附表團山隧道拱頂下沉及水平收斂量測登記表。

5、 武漢市政工程設計研究院有限責任公司東湖通道（梅園-喻家湖路）工程隧道監測項目部二、施工現場巡視施工過程監測單位施工現場巡視表編號：0908線路名稱東湖通道（梅園-喻家湖路）工程隧道監測第三方監測單位武漢市政設計院施工部位天氣晴合同段光投段施工措施工點名稱巡視內容狀況描述存在問題因素分析也許導致后果安全狀態評價（正常、黃色、橙色、紅色預警）處置措施建議明挖法開挖面土質狀況土體性質及穩定性狀況較為穩定正常開挖土體滲漏水狀況有積水地下水控制效果良好支護構造體系滲漏水狀況基坑內有積水支護體系開裂、變形變化狀況正常基坑周邊環境基坑影響區域內超載狀況冠梁上有覆土黃色地表積水少量周邊環境建構筑物正常道路（

6、地面）正常地下管線正常其她正常暗挖法隧道內環境地質狀況級和級圍巖正常噴射后混凝土狀況南北導洞內中隔墻部分混凝土脫落爆破和開挖內部構造失穩橙色加固初襯錨桿狀況正常滲漏水狀況右線南北洞內均有明顯滲滴水下雨和山體水侵入內部構造失穩橙色做好排水鋼架變形狀況南北側導洞中隔墻均有變形爆破和開挖內部構造失穩橙色迅速加固拱架周邊環境洞口地表北側邊坡表面有較多裂縫，土體有滑移。南側邊坡截水溝沿線均有裂縫土體滲水邊坡滑移橙色補噴混凝土，避免滲水道路（地面）未發現明顯裂縫正常河流湖泊備注：巡視內容1、暗挖法：1）隧道內：地質狀況、噴射混凝土、錨桿、滲漏水、鋼架變形狀況及其他狀況；2）周邊環境：建構筑物變形及開裂狀況

7、，地表變形及開裂狀況，管線沿線地面開裂、滲水、坍塌狀況、跑漿及泡沫流失，管線檢查井開裂及積水變化和其她狀況1）開挖面地質狀況；2、明挖法：1）土層性質及穩定性、地下水控制效果和其他狀況；2）支護構造體系：支護體系施作及時性、滲漏水狀況、支護體系開裂、變形變化和其她狀況；3）周邊環境：坑邊超載、地表積水及截排水措施、建構筑物變形及開裂狀況、地表變形及開裂狀況、管線沿線地面開裂、滲水、坍塌狀況、管線檢查井開裂及積水變化和其他狀況。3.1圍護構造（支護樁）沉降位移觀測點號里程初始高程 (m)上次觀測高程(m)本次觀測高程(m)本次沉降量(mm)合計沉降值(mm)沉降速率(mm/d)變化趨勢A11K5

8、+78425.002924.999725.0005-0.8 2.4 -0.1 A1224.982924.979424.9804-1.0 2.5 0.0 A1325.002924.993524.9948-1.3 8.1 0.0 A21K5+76325.0109遮擋遮擋A2224.982124.977124.9784-1.3 3.7 0.1 A2324.995424.990224.9919-1.7 3.5 0.0 A2424.992624.98824.9893-1.3 3.3 0.0 A2524.993824.990124.9907-0.6 3.1 0.0 A2624.990224.985624.

9、9872-1.6 3.0 0.0 A2725.003524.998525.0003-1.8 3.2 0.0 A2825.016125.011625.0133-1.7 2.8 -0.1 A2925.0128遮擋遮擋A31K5+74224.99624.99124.9932-2.2 2.8 -0.2 A3224.990124.984724.9874-2.7 2.7 -0.1 A3324.987324.981324.9859-4.6 1.4 -0.4 A34K5+88927.579627.5781 27.5780 0.1 1.6 0.2 A3527.553427.5519 27.5517 0.2 1.

10、7 0.0 A3627.5296遮擋遮擋A37K5+91027.513327.5111 27.5113 -0.2 2.0 0.0 A3827.50527.5047 27.5045 0.2 0.5 0.1 A3927.500827.4989 27.4984 0.5 2.4 0.2 A40K5+93127.521727.5183 27.5187 -0.4 3.0 0.4 A4127.532627.5315 27.5312 0.3 1.4 0.1 A4227.487927.4857 27.4853 0.4 2.6 -0.1 A43K5+95227.532827.5294 27.5296 -0.2 3

11、.2 0.5 A4427.562127.5632 27.5634 -0.2 -1.3 0.0 A4527.490727.4880 27.4882 -0.2 2.5 0.4 3.2支撐軸力監測表1 基坑支撐軸力監測成果表（第20次）儀器編號編號安裝日期安裝位置支撐層數初始頻率（HZ）測試頻率（HZ）應力（KN）應力增量（KN）備注2467TYL（6）.4.01K5+903第一道2026.735.9725.125459TYL（2）.4.10K5+924第一道20331962.5115.4926.666405TYL（1）.4.22K5+952第一道2246-410.16240.326193TYL（7

12、）.4.22K5+882第一道20381973.7101.8914.693.3圍護構造鋼筋應力監測表2 圍護構造鋼筋應力監測成果表（第21次）儀器編號安裝日期樁號布設位置初始頻率（HZ）本次測試頻率（HZ）應力（KN）備注258873.1.2K5+889內上14051396.41.38258876內中14081418-1.58258659內下13991403.7-0.72258889外上14031411.3-1.33258765外中14041416-1.92258668外下14081395.52.00255805.1.4K5+910內上13951418.9-3.64258837內中139313

13、78.52.29255844內下14061407.1-0.17258804外上14001416.5-2.59258632外中14011478.8-12.66258675外下14101424.1-2.28258770.12.31K5+931內上損壞258808內中258938內下258671外上13991375.13.77257580外中14101429.9-3.32257289外下13981422.7-3.82258909.12.29K5+952內中損壞258760內下257533外中14081425.7-2.84258766外下損壞258910.12.27K5+973內中14101404.1

14、0.96258829內下14011409.3-1.33255988外中13971404-1.09258810外下14011420.1-3.03備注：應力“-”表達受壓；應力“+”表達受拉。3.4圍護構造和圍護樁內部水平位移監測（測斜）表3 R106號測斜管水平位移監測登記表測孔名稱：R106測點里程：K5+910初測日期：-04-22測試日期：-09-08前次日期：-08-04測試次數：第4次測試基準：孔底測試間距：0.5米深度(m)前次測量(mm)本次測量（mm）本次位移(mm)合計位移（mm）變化速率(mm/d)水平位移曲線圖0.51.5115.9414.4318.090.411.04.5

15、618.5513.9921.590.41.52.4815.9313.4519.350.382.0-2.5910.412.9913.760.372.5-1.6910.8712.5612.80.363.0-1.4510.4311.8811.640.343.5-1.939.3811.3110.850.324.0-2.278.5210.7910.540.314.5-1.858.410.2510.120.295.0-0.98.989.889.910.285.50.439.959.529.680.276.02.8212.369.5410.50.276.56.0515.028.979.670.267.08.

16、7117.268.558.990.247.511.0419.098.058.310.238.013.1420.677.537.680.228.513.8520.726.876.130.29.013.0719.286.214.70.189.510.8616.665.83.580.1710.09.0915.045.954.440.1710.57.9413.55.563.860.1611.07.4212.825.44.120.1511.57.2312.365.133.880.1512.05.7510.114.362.010.1212.53.817.623.811.370.1113.02.085.52

17、3.441.220.113.51.454.623.171.80.0914.01.984.72.721.980.0814.51.854.052.21.070.0615.00.862.481.62-0.130.0515.50.311.951.640.130.0516.00.171.721.55-0.060.0416.50.40.620.220.280.0117.00.260.580.320.390.01備注：1、正值表達向基坑里側位移，負值表達向基坑外側位移。2、變化速率預警值為2mm/d。表4 R107號測斜管水平位移監測登記表測孔名稱：R107測點里程：K5+931初測日期：-04-22測試日

18、期：-9-8前次日期：-9-4測試次數：第17次測試基準：孔底測試間距：0.5米深度(m)前次測量(mm)本次測量（mm）本次位移(mm)合計位移（mm）變化速率(mm/d)水平位移曲線圖0.5-226.85-242.48-15.63-11.54-3.911.0-217.55-232.6-15.05-11.48-3.761.5-208.31-222.79-14.48-11.79-3.622.0-197.51-211.46-13.95-10.94-3.492.5-186.96-200.36-13.4-10.13-3.353.0-176.4-189.33-12.93-9.33-3.233.5-16

19、5.77-178.01-12.24-8.69-3.064.0-154.73-166.53-11.8-8.26-2.954.5-144.07-155.47-11.4-7.97-2.855.0-134-144.97-10.97-7.86-2.745.5-124.71-135.09-10.38-7.6-2.596.0-115.32-125.01-9.69-6.92-2.426.5-105.93-114.93-9-6.42-2.257.0-96.92-105.33-8.41-6.16-2.17.5-90.28-98.09-7.81-7.79-1.958.0-84.83-92.09-7.26-7.61-

20、1.818.5-79.22-85.89-6.67-7.57-1.679.0-73.76-79.99-6.23-7.83-1.569.5-68.73-74.54-5.81-8.32-1.4510.0-63.63-69.04-5.41-7.94-1.3510.5-57.92-62.99-5.07-7.34-1.2711.0-51.45-56.2-4.75-6.52-1.1911.5-45.47-49.73-4.26-6.62-1.0612.0-40.46-44.24-3.78-6.79-0.9512.5-35.8-39.18-3.38-6.81-0.8513.0-31.13-34.1-2.97-6

21、.38-0.7413.5-25.67-28-2.33-4.7-0.5814.0-18.27-19.82-1.55-2.72-0.3914.5-10.07-10.76-0.69-1.41-0.1715.0-6.02-6.56-0.54-0.88-0.14 15.5-3.31-3.73-0.42-0.52-0.11 16.0-2.06-2.29-0.23-0.32-0.06 備注：1、正值表達向基坑里側位移，負值表達向基坑外側位移。2、變化速率預警值為2mm/d。表5 R108號測斜管水平位移監測登記表測孔名稱：R108測點里程：K5+952初測日期：-04-22測試日期：-9-8前次日期：-9-

22、4測試次數：第22次測試基準：孔底測試間距：0.5米深度(m)前次測量(mm)本次測量（mm）本次位移(mm)合計位移（mm）變化速率(mm/d)水平位移曲線圖0.5-512.44-515.21-2.773.21-0.691.0-501.52-503.76-2.243.22-0.561.5-488.08-489.32-1.243.85-0.312.0-473.16-473.92-0.764.57-0.192.5-458.52-458.72-0.25.29-0.053.0-444.25-444.130.126.050.033.5-430.56-429.980.586.480.144.0-419.

23、05-418.0516.380.254.5-405.95-404.411.547.040.395.0-390.6-388.52.17.520.535.5-373.41-370.612.87.50.76.0-356.62-353.742.886.220.726.5-339.52-336.513.015.290.757.0-321.74-318.583.164.580.797.5-303.48-300.183.34.120.838.0-284.08-280.663.423.940.858.5-264.52-261.083.443.320.869.0-244.95-241.383.572.970.8

24、99.5-224.56-221.373.192.990.810.0-204.53-201.552.982.510.7410.5-184.59-182.122.4720.6211.0-164.69-162.372.321.670.5811.5-143.73-141.991.741.520.4312.0-122.36-120.761.61.080.412.5-101.86-100.411.450.350.3613.0-82.11-80.711.4-0.090.3513.5-62.03-60.771.260.290.3114.0-41.14-40.11.040.70.2614.5-20.32-19.

25、410.910.770.2315.0-9.8-8.980.821.060.21 15.5-6.72-6.080.640.70.16 16.0-3.26-2.820.440.50.11 備注：1、正值表達向基坑里側位移，負值表達向基坑外側位移。2、變化速率預警值為2mm/d。表6 L109號測斜管水平位移監測登記表測孔名稱：L109測點里程：K5+973初測日期：-05-26測試日期：-9-8前次日期：-9-4測試次數：第22次測試基準：孔底測試間距：0.5米深度(m)前次測量(mm)本次測量（mm）本次位移(mm)合計位移（mm）變化速率(mm/d)水平位移曲線圖0.5-59.21-44.31

26、14.913.323.721.0-54.14-39.0415.113.413.771.5-50.21-35.2314.9813.783.742.0-49.95-34.4815.4714.333.872.5-49.59-33.7715.8214.373.953.0-47.83-31.8515.9814.5343.5-44.88-28.6416.2414.664.064.0-42.88-26.3716.5114.054.134.5-46.13-29.8216.3112.014.085.0-50.04-34.6815.3611.23.845.5-53.28-39.1514.1310.173.536.

27、0-55.65-42.7212.939.423.236.5-55.47-43.4412.039.583.017.0-53.73-42.5911.148.852.787.5-51.01-40.2810.738.942.688.0-47.41-37.2710.148.572.538.5-45.13-35.679.467.162.379.0-42.85-34.178.686.632.179.5-40.3-32.437.875.991.9710.0-36.54-29.686.865.941.7210.5-61.58-55.615.976.351.4911.0-25.05-19.965.096.081.

28、2711.5-21.52-17.254.273.531.0712.0-17.99-14.513.483.450.8712.5-12.96-10.462.53.30.6213.0-7.45-5.871.582.90.3913.5-3.15-2.30.851.120.2114.0-1.39-0.80.591.390.15 14.5-0.55-0.120.431.450.11 15.0-0.240.110.351.070.09 15.5-0.35-0.080.270.760.07 16.0-0.39-0.20.190.470.05 備注：1、正值表達向基坑里側位移，負值表達向基坑外側位移。2、變化速

29、率預警值為2mm/d。附圖：第五標段明挖基坑段布點示意圖四、團山隧道監測武漢市東湖通道（梅園-喻家湖路）團山隧道地表沉降第三方監測成果表 (0908)第 164次本次觀測時間：09月08日天氣：晴上次觀測時間：09月06日觀測儀器：Leica DNA03點號初始高程(m)上次觀測高程(m)本次觀測高程(m)本次沉降量(mm)合計沉降量(mm)平均變形速度(mm/day)NS1539.7458 39.7227 39.7238 -1.1 22.0 -0.4 NS1439.9280 39.8990 39.9002 -1.2 27.8 -0.6 NS1140.0998 40.0302 40.0317

30、-1.5 68.1 -0.6 NS1040.1426 40.0381 40.0394 -1.3 103.3 -0.6 NS0940.2257 40.1205 40.1218 -1.3 103.9 -0.5 NS0840.2753 40.1896 40.1908 -1.2 84.5 -0.5 NS0740.4906 40.4320 40.4333 -1.3 57.3 -0.6 NS1341.2829 41.2686 41.2696 -1.0 13.3 -0.5 NS0642.1684 42.1529 42.1539 -1.0 14.5 -0.5 NS0542.8190 42.8043 42.80

31、52 -0.9 13.9 -0.3 NS0443.5192 43.4973 43.4977 -0.4 21.5 0.0 NS0344.0714 44.0493 44.0496 -0.3 21.8 -0.4 NS0244.7951 44.7307 44.7302 0.5 65.0 1.0 NS0145.6314 45.5839 45.5829 1.0 48.5 1.1 NS1246.2888 46.2485 46.2472 1.3 41.6 1.5 NN1643.1540 43.1484 43.1497 -1.3 4.3 -0.5 NN1543.7691 43.7547 43.7557 -1.0

32、 13.4 -0.5 NN1243.6306 43.5983 43.5995 -1.2 31.1 -0.5 NN1143.5246 43.4609 43.4622 -1.3 62.4 -0.5 NN1043.4738 43.3918 43.3929 -1.1 80.9 -0.5 NN0943.3313 43.2414 43.2425 -1.1 88.8 -0.5 NN0843.3863 43.3095 43.3107 -1.2 75.6 -0.5 NN0743.5593 43.5120 43.5131 -1.1 46.2 -0.4 NN1444.2556 44.2271 44.2285 -1.

33、4 27.1 -0.4 NN0647.0379 47.0094 47.0107 -1.3 27.2 -0.4 NN0547.2067 47.1779 47.1793 -1.4 27.4 -0.3 NN0448.3478 48.3156 48.3166 -1.0 31.2 -0.1 NN0348.4927 48.4599 48.4608 -0.9 31.9 0.2 NN0249.4267 49.3975 49.3972 0.3 29.5 0.6 NN0150.0118 49.9858 49.9856 0.2 26.2 0.5 NN1350.5879 50.5704 50.5701 0.3 17.

34、8 0.3 備注“+”表達下沉，“-”表達上浮。數據分析為避免爆破操作對邊坡沉降測量旳干擾，增長自身檢核精度。采用電子水準儀在邊坡上進行沉降觀測，為減少偶爾誤差對合計位移變形曲線旳繪制，北側斷面采用3月29日旳水準測量值作為初始值描繪斷面變形曲線，南側斷面取用復核后基準點高程計算合計沉降量武漢市政工程設計研究院有限責任公司觀測曹 俊計算郭仙龍復核余志奇最大合計沉降量是NS09點，合計沉降量為103.9mm。最大合計沉降量是NN09點，合計沉降量為88.8mm團山隧道洞口地表監測點水平位移監測成果表（0908）點號初始觀測值上次觀測值本次觀測值水平位移量（mm）位移速率（mm/d）合計橫向水平位

35、移量（mm）與否預警X(m)X(m)X(m)Y(m)Y(m)Y(m)NBJ33379237.4173 3379237.4299 3379237.4324 -2.8 -0.42 -18.8 否540459.6278 540459.6377 540459.6390 NS143379244.5531 3379244.5557 3379244.5644 -9.1 -1.25 -15.4 否540470.9737 540470.9813 540470.9841 NS113379247.2185 3379247.2212 3379247.2280 -10.7 -1.33 -16.1 否540474.527

36、1 540474.5319 540474.5401 NS103379249.1931 3379249.1955 3379249.2038 -12.2 -1.66 -17.8 否540477.6710 540477.6763 540477.6852 NS093379251.0279 3379251.0304 3379251.0331 -3.1 -0.68 -10.7 否540480.7450 540480.7527 540480.7543 NS083379253.2780 3379253.2825 3379253.2835 -1.0 -0.85 -13.6 否540484.2349 540484

37、.2476 540484.2473 NS073379255.5097 3379255.5119 3379255.5139 -2.3 -0.50 -12.5 否540488.0823 540488.0929 540488.0941 NS133379259.6521 3379259.6512 3379259.6549 -6.7 -1.65 -19.8 否540495.4539 540495.4679 540495.4735 NS063379262.1840 3379262.1766 3379262.1797 -8.3 -1.83 25.8 預警540500.0167 540500.0344 540

38、500.0421 NS053379263.5351 3379263.5198 3379263.5240 -11.4 1.92 29.3 預警540503.9204 540503.9369 540503.9475 NS043379264.5415 3379264.5223 3379264.5254 -8.3 1.53 32.0 預警540507.5266 540507.5465 540507.5542 NS033379265.5920 3379265.5582 3379265.5623 -10.2 1.78 44.7 預警540511.1893 540511.2134 540511.2227 NS023379266.4058 3379266.3450 3379266.3486 -10.3 2.45 60.7 預警540514.3880 540514.3580 540514.3677 NS013379267.4371 3379267.3789 3379267.3804 -7.1 2.36 62.1 預警540518.2951 540518.2629 540518.2698 NS123379268.1