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1、截面A-A（风机WTl6）rcxfweQwa1 .混凝土管桩PHC-B500长度=25m2 .锚杆3 .请参见典型桩帽详图4 .锚杆5 .+0.000是平整土表面，参考越南国家标高no1 .砂质粉土,青灰，黑灰，硬2 .BAZAN中度风化，高度到中度裂纹，青灰，黑灰TCR=50-70%,RQD=15-50%3 .重粘土(CH),弹力泥(CH)/(MH)青灰，黑灰，非常坚硬4 .重粘土/弹性泥(CH)/(MH),棕灰，青灰结实到坚硬5 .弹性泥(MH),棕灰，中等坚硬6 .深度(m)钻孔HK-T-167 .填充：带有机物的粘土，稳固蟀WTTYPE试验桩TESTPILECOORDINATIONOF
2、TESTPILE(TadoCocThiP)XYE24T-I436902.281538815.48T-2436916.571538822.36T-3436915.321538810.16E30T-I433877.811539406.13T-2433892.101539413.01T-3433890.851539400.81CAODTHlfTKE40.0TNGU,NGvlCAODOSANGATTAIVITRfTUABINHECAODoHNDAU-HAlPHONG八”八0=皿、丁+0.000是中心的平赘土W-OooislevelincsoilSurfaceatcenterofwtgfoundatio
3、n、广一八一ZL.?亡表面HONDAU统-iHonDauCoordintationsystem-haiphongprovince,.位置地平面平整土表面(设计)(m)自顶部混凝土标高(m)Vitri/LocationCaodUrnhien(m)/GroundlevelCaodpsangt(thietk苍)(m)/Levelingsoilsurface(design)(m)Caodpm$tbetongmng(m)/Topconcreteelevation(m)jEl+639.1+641.5+641.54E2646.86+646.55+646.59E34651.38+651.35+651.39E4
4、+655.36+655.55+655.59E5+657.66+657.45+657.49E6+659.16+659.95+659.99E7+667.17+669.75+669.79E8+671.45+671.24+671.28E9+683.8+684.45+684.49ElO+691.42+691.47+691.51Ell+6953+695.55+695.59E12+698.41+698.35+698.39E13+692.76+694.28+694.321E14+697.84+698.05+698.09E15+695.75+696.45+696.49：E16+697.19+695.54+695
5、.58E17+716.89+718.87+718.91.E18+724.96+724.85+724.89E20+696.72+697.15+697.19E21+703.02+703.05+703.09E22+712.26+711.59+711.63E23723.3+722.75+722.79E24+724.99+724.85+724.89E25707.02+707.05+707.09E26+693.85+693.65+693.69E27+671.82672.98+673.02E28+658.01+658.64+658.68E29+646.17+645.52+645.56E30+651.26+651.5+651.54E31+646.71+644.2+644.24
