1、8.18:089:2011:1512:4091.30第 页017171-6.1755054514:258.51.22018212-6.1513:3516:30101.45019221-6.033317:22020202-6.295018:19:21:00021211-6.3222:022220-6.248.25:7:23131.87少0.5m未灌023201-6.2810:48024210-6.2615:161.26025219-6.4036 30026200-6.2720:1.18027209-6.35028218-6.218.36:020292084654041.42030217-6.16
2、03121603220703320615.5杂填土,渗井0342058.4033416.81.32035172-6.029.51.37036121591103767435203826-6.1903912801040173-6.12041122-6.25191.50渗井04268-6.2004327-6.2216.5044174380451230904670-7.2558241.89渗井,杂填土047698.63717.51.38有渗井048-6.50420492-6.3012571.2405050516-6.4405230537-6.6405448.705573056215-6.5444057
3、171.34058213-= 03059060214-6.4206129-5.89062203-6.37560632048.806431-6.330657147066-6.43067175-6.06530688-6.390695107032071072-6.2314073748.9074130075186076-6.3407718.51.46078127-6.070790608072210811858.1008239083750844908508618908717608878-6.100890900918.1109217009377094169095096820971200988309910066-6.048.121011021198.1312日成孔,13日灌注103841.4010410512810610707108125-6.18109418.14110199-6.14111112113114124-6.1111511811612911716780628.157612681190878.1779设计