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1、附录E桩基等效沉降系数e计算参数E.0.1桩基等效沉降系数应按表E01-1E.01-5中列出的参数，采用本规范式55.9-1或559-2计算。 表 E.0.1-1(Sa/d=2)L/dLc/Bc12345678910Co0.2030.2820.3290.3630.3890.4100.4280.4430.4560.4685C1.5431.6871.7971.8451.9151.9491.9812.0472.0732.098C25.5635.3565.0865.0204.8784.8434.8174.7044.6904.681Co0.1250.1880.2280.2580.2820.3010.31
2、80.3330.3460.35710C11.4871.5731.6531.6761.7311.7501.7681.8281.8441.860C27.0006.2605.7375.5355.2925.1915.1144.9494.9034.865Co0.0930.1460.1800.2070.2280.2460.2620.2750.2870.29815C11.5081.5681.6371.6471.6961.7071.7181.7761.7871.798C28.4137.2526.5206.2085.8785.7225.6045.3935.3205.259续表E01-1L/dLc/Bci2345
3、678910C00.0750.1200.1510.1750.1940.2110.2250.2380.2490.26020Ci1.5481.5921.6541.6561.7011.7061.7121.7701.7771.783C29.7838.2367.3106.8976.4866.2806.1235.8705.7715.689C00.0630.1030.1310.1520.1700.1860.1990.2110.2210.23125Cii.5961.6281.6861.6791.7221.7221.7241.7831.7861.789C211.1189.2058.0947.5837.0956.
4、8416.6476.3536.2306.128C00.0550.0900.1160.1350.1520.1660.1790.1900.2000.20930Ci1.6461.6691.7241.7111.7531.7481.7451.8061.8061.806C212.42610.1598.8688.2647.7007.4007.1706.8366.6896.568C00.0440.0730.0950.1120.1260.1390.1500.1600.1690.17740Ci1.7541.7611.8121.7871.8271.8141.8031.8671.8611.855C214.98412.
5、03610.3969.6108.9008.5098.2117.7977.6057.446C00.0360.0620.0810.0960.1080.1200.1290.1380.1470.15450Ci1.8651.8601.9091.8731.9111.8891.8721.9391.9271.916C217.49213.88511.90510.94510.0909.6139.2478.7558.5198.323续表E01-1L/dLc/Bc12345678910C00.0310.0540.0700.0840.0950.1050.1140.1220.1300.13760C1.9791.9622.
6、0101.9621.9991.9701.9452.0161.9981.981C219.96715.71913.40612.27411.27810.71510.2849.7139.4339.200C00.0280.0480.0630.0750.0850.0940.1020.1100.1170.12370C12.0952.0672.1142.0552.0912.0542.0212.0972.0722.049C222.42317.54614.90113.60212.46511.81811.32210.67210.34910.080C00.0250.0430.0560.0670.0770.0850.0
7、930.1000.1060.11280C12.2132.1742.2202.1502.1852.1392.0992.1782.1472.119C224.86819.37016.39814.93313.65512.92512.36411.63511.27010.964C00.0220.0390.0510.0610.0700.0780.0850.0910.0970.10390C12.3332.2832.3282.2452.2802.2252.1772.2612.2232.189C227.30721.19517.89716.26714.84914.03613.41112.60312.19411.85
8、3C00.0210.0360.0470.0570.0650.0720.0780.0840.0900.095100C12.4532.3922.4362.3412.3752.3112.2562.3442.2992.259C229.74423.02419.40017.60816.04915.15314.46413.57513.12312.745注：Lc群桩基础承台长度；Be群桩基础承台宽度；L桩长；d桩径。L/dLc/Bc12345678910C00.2030.3180.3770.4160.4450.4680.4860.5020.5160.5285Ci1.4831.7231.8751.9552.04
9、52.0982.1442.2182.2562.290C23.6794.0364.0064.0533.9954.0074.0143.9383.9443.948C00.1250.2130.2630.2980.3240.3460.3640.3800.3940.40610C11.4191.5591.6621.7051.7701.8011.8281.8911.9131.935C24.8614.7234.4604.3844.2374.1934.1584.0384.0174.000C00.0930.1660.2090.2400.2650.2850.3020.3170.3300.34215C11.4301.5
10、331.6191.6461.7031.7231.7411.8011.8171.832Co5.9005.4355.0104.8554.6414.5594.4964.3404.3004.267C00.0750.1380.1760.2050.2270.2460.2620.2760.2880.29920C11.4611.5421.6191.6351.6871.7001.7121.7721.7831.793Co6.8796.1375.5705.3465.0734.9584.8694.6794.6234.577C00.0630.1180.1530.1790.2000.2180.2330.2460.2580
11、.26825C11.5001.5651.6371.6441.6931.6991.7061.7671.7741.780Co7.8226.8266.1275.8395.5115.3645.2525.0304.9584.899C00.0550.1040.1360.1600.1800.1960.2100.2230.2340.24430C11.5421.5951.6631.6621.7091.7111.7121.7751.7771.780Co8.7417.5066.6806.3315.9495.7725.6385.3835.2975.226C00.0440.0850.1120.1330.1500.1650.1780.1890.1990.20840C11.6321.6671.7291.7151.7591.7501.7431.8081.8041.799Co10.5358.8457.7747.3096.8226.5886.4106.0935.9785.883续表E
