道路桥墩、台设计参数推荐表.docx

建议基础持力层(嵌入稳定岩出3D5D)岩石抗压强度(MPa)地基承载力特征值人(kPa)备注饱和Ra自然Rb中风化砂质泥岩4.076.792464中风化砂质泥岩4.076.792464中风化砂岩28.3435.6031174中风化砂岩28.3435.6031174中风化砂岩28.3435.6031174中风化砂岩28.3435.6031174中风化砂岩28.3435.6031174中风化砂质泥岩4.076.792464中风化砂质泥岩4.076.792464中风化砂质泥岩4.076.792464中风化砂岩28.3435.6031174中风化砂岩28.3435.6031174中风化砂岩28.3435.6031174中风化砂岩28.5435.6031174中风化砂岩28.3435.6031174中风化砂岩28.5435.6031174中风化砂岩28.3435.6031174中风化砂岩28.3435.6031174中风化砂岩28.3435.6031174中风化砂岩28.3435.6031174中风化砂岩28.5435.6031174中风化砂岩28.3435.6031174中风化砂岩28.5435.6031174中风化砂质泥岩4.076.792464中风化砂岩28.5435.6031174中风化砂岩28.3435.6031174中风化砂岩28.3435.6031174中风化砂质泥岩4.076.792464中风化砂质泥岩4.076.792464中风化砂质泥岩4.076.792464中风化砂质泥岩4.076.792464中风化砂质泥岩4.076.792464中风化砂质泥岩4.076.792464中风化砂质泥岩4.076.792464中风化砂质泥岩4.076.792464道路名称里程桃号墩(台)号参考横剖面土层厚度(m)基础形式主路线K2+840桥台ZX-IS35、S360.82.2桩基础K2+840桥台ZX-2S35、S362.23.9桩基础K2+880桥墩ZX-I/桩基础K2+880桥墩ZX-2/桩基础K2+910桥墩ZX-3S722.8-5.2桩基珈K2+9I0桥墩ZXKS722.35.2桩基珈K2+940桥墩ZX-5S731.84.3桩基珈K2+940桥墩ZX-6S731O1.8桩基珈K2+970桥墩ZX-7S740.17.2桩基础K2+970桥墩ZX-8S741.02.7桩基础K3+0I0桥台ZX-3S752.53.7桩基础K3+010桥台ZX-4S763.54.0桩基础K3+420桥台ZX5S94、S950.82.0椎基础K3+480桥台ZX6S96、S970.2-0.8桩茶础K0+270桥台ZAJT7、T80.55.0桩基础K()+300桥墩ZA-IDG3、D394.1-8.0桩基础K()+33O桥台ZA-2T51.13.0桩基础K()+680桥台ZA-3T380.51.5桩基础K0+715桥墩ZA2/枇基础匝道AKO+75O桥墩ZA3A4.0-10.0桩基础K0+790桥墩ZATA3.0-10.2桩基础K0+825桥墩ZA5A0.5-8.0桩基础K()+860桥墩ZA-6A0.57.7桩基础K0+900桥墩ZA-7A0.31.5桩基础K()+925桥台ZA-4T36、T370.17.0桩基础匝道BK0+270桥台ZB-IS271.07.6桩基础K()+305桥墩ZB-IS28。0.5桩基础K()+340桥台ZB-2S29、S300-1.6桩基础K0+8I0桥台ZB-3S520.32.2桩基地K0+840桥墩ZB-2S530.37.5桩基础KO+88O桥台ZB-4TI2、T110.27.2桩基地匝道CK0+240桥台ZC-IS481.0-2.0桩基础KO+265桥墩ZC-IC3.09.0桩基地KO+295桥墩ZC-2S490.27.0桩基础KO+325桥台ZC-2T262.15.0桩基础KO+59O桥台ZC-3S520.24.5桩基础KO+625桥墩ZC-3Z桩基础K0+660桥墩ZC-4C1.02.1桩基础K0+700桥墩ZC-5C0.41.6桩基础附表iK0mt>台道路名称里程桃号墩(台)号参考横剖面土层厚度(m)基础形式建议基础持力层(嵌入稳定岩出3D5D)岩石抗压强度(MPa)地基承载力特征值人(kPa)备注饱和Ra自然RbKO+73O桥墩ZC-6DOS3.1桩基础中风化砂质泥岩4.076.792464K()+770桥墩ZC-7S330.57.5桩基础中风化砂质泥岩4.076.792464KO+795桥墩ZC-8S320.21.0桩基础中风化砂质泥岩4.076.792464KO+83O桥墩ZC-9S280.27.2桩基珈中风化砂质泥岩4.076.792464K0+860桥墩Ze-IOS262.54.8桩基珈中风化砂岩28.3435.6031174KO+895桥台ZC4S24、S252.5-4桩基珈中风化砂岩28.3435.6031174匝道DKO+31O桥台ZD-IS752.54.5桩基珈中风化砂岩28.3435.6031174KO+345桥墩ZD-IS743.075桩基珈中风化砂岩28.3435.6031174KO+375桥墩ZD-2S733.24.6桩基珈中风化砂岩28.3435.6031174KO+4O5桥墩ZD-3S721.02.5桩基础中风化砂岩28.3435.6031174K0+440桥墩ZD-4/桩基础K0+480桥台ZD-2S350.4-1.1桩基础中风化砂质泥岩4.076.792464匝道EK0+480桥台ZE-IS541.01.8桩基础中风化砂质泥岩4.076.792464KO+145桥墩ZE-IS532.0-4.5桩基础中风化砂质泥岩4.076.792464KO+175桥台ZE-2S361.53.0桩基础中风化砂质泥岩4.076.792464K0+280桥台ZE3S320.1-1桩基觥中风化砂质泥岩4.076.792464K0+310桥墩ZE-2S280.27.0批基础中风化砂质泥岩4.076.792464K0+360桥台ZE-4T21.02.1桩基觥中风化砂岩28.3435.6031174匝道FKO+IOO桥墩ZF1S282.03.2批基础中风化砂质泥岩4.076.792464K0+150桥台ZF-IS29、S301O2.0桩基础中风化砂岩28.3435.6031174K0+260桥台ZF-2T21,S490.10.8桩基础中风化砂质泥岩4.076.792464K0+295桥墩ZF-2DB1O2.5桩基础中风化砂质泥岩4.076.792464KO+335桥台ZF-3T220.31.0桩基础中风化砂质泥岩4.076.792464匝道GKO+135桥台ZG-IT28、T291.33.0桩基础中风化砂岩28.3435.6031174K0+210桥台ZG-2T32、T331.53.2桩基础中风化砂岩28.3435.6031174K0+240桥墩ZG-2S761.42.9桩基础中风化砂岩28.3435.6031174匝道HK0+130桥台ZH-ITI80.37.0桩基砂中风化砂岩28.3435.6031174KO+165桥墩ZH-IT400.17.0桩基地中风化砂岩28.3435.6031174K0+200桥台ZH-2TI5、TI60.17.0桩基砂中风化砂岩28.3435.6031174K0+290桥台ZH-3S520.17.0桩基珈中风化砂岩28.3435.6031174K0+310桥墩ZH-3S530.11.0桩基础中风化砂质泥岩4.076.792464