预制桩阻力特征值 qsa(kPa).docx
预制桩阻力特征值q<kPa)预制桩侧阻力特征值q4kPa)土的名称第一指标第二指标第三指标地层深度(m)土的状态qc(kPa)a1-25-1010-2020-3030-40N40填土80015004-12淤泥<350a>2>1.303-5455-66778淤泥质土350-6500.80<Si-?1.3047586-97-108-12650-10000.50<ar?0.805-8799-1210-1412-16黏性土1.0<I11.21000-13000.30V3-?0.507-119-1212-1514-1816-200.75<Ii1.01300-18000.25<ar?0.409-1412-1615-1918-2320270.50<k0.751600-25000.20V8-?0.3011-1816-2119-2523-3027-360.25<Ii0.502000-35000.10V31-20.2014-2220-2525-3030-3636-420<10.253000-40000.06V3-20.1517-2725-3030-3535-4040-481O>40003i-20.0622-3430-4035-4540-5048-60粉土松散<2000N77-108-1111-1414-1717-20稍密200040007<N139-1210-1313-1717-2120-25中密4000-600013<N2511-1613-1717-2121-2525-30密实>6000N>2514-2017-2121-2525-3030-36粉细砂松散N108-1210-1812-2216-2620-32稍密3000-600010<N1511-2017-2221-2525-303036中密6000-1200015<NW3015-2321-2525-3030-3535-40密实>12000N>30202725-3030-3533-4040-48中粗砂松散N63.559-1311-1913-2317-2721-33稍密5VN6351012-2218-2822-3326-3531-37中密10<N6352020-3028-3332-3835-4242-50密实N63,5>2025-3330-3533-4038-4545-54砾砂松散N63.5510-1413-2115-2518-2822-34稍密5<N635W1012-2620-3323-3627-4032-48中密IOVN3s2025-3332-3836-4340-4848-58密实N63.s>2028-3833-4038-4542-5050-60圆砾卵石松散N63.5511-1514-2216-2619-3023-35稍密5VN6351014-3122-3824-4228-4633-56中密10<N635W2030-4038-4542-5046-5555-66密实N63,5>2035-4542-5046-5550-6060-72基岩全风化软质岩30-60全风化硬质岩40-80强风化软质岩50-100强风化硬质岩60-120预制桩端阻力特征值qpa(kPa)土的名称3第指第二指标第三指标桩端入土深度(m)土的状态qc(kPa)a1-25-1010-2020-3030-40240黏性±0.75<11.01300-18000.25<3i-20.40260-410330-550520-700670-850830-11000.5<IW0.751600-25000.20<3i-20.30350-650500-700670-900800-13501000-18000.25<k0.52000-35000.10<31-20.20500-850670-900850135012001900160026000<Ii0.25300040000.06<31-20.15750-1250850-13501300-25001800280025003600粉土稍密2000-40007<N13300500330-550500-850600-900800-1200中密4000-600013<N25400-800500-900800-1100950-13501150-1600密实>6000N>750-1200850-12501050-15001300-18001500-225025粉细砂稍密3000-600010<N15450-1200900-13001150-15001400-18001700-2250,1,60001200015<N3090015001250-18001400-20001700225021502700密实>12000N>30130019001700-20001900-22502100-26002600-3300中粗砂稍密5<N63510600-14001000-18001200-21001500-25001800-300011110<N635201300-20001750-22002100-26002500-31003000-3600密实N63.5>2018002300210025002400-30002900-35003500-4200砾砂稍密5<N3510700-20001300-23001400-26001700-30002000-3600中密10<N635201900-24002150-26002550-32003000-37003600-4300密实N63.5>202200-28002400-30002900-38003600-43004200-5100圆砾卵石稍密5<N63510800-22001400-25001600-31001700-37002100-4300中密10<N635202000-28002500-32003100-39003700-45004300-5400密实N63.5>202300-3400310040003750-45004200-50005000-6500基岩风软岩全生质2000-3000全风化硬质岩2500-4000强风化软质岩3000-4500风硬岩强他质4000-6000中等微风4000-6000化软质岩中等微风化硬质岩6000-10000水下钻孔灌注桩侧阻力特征值qsa(kPa)土层名称第一指标第二指标第三指标地层深度(m)土的状态qc(kPa)a1-25-1010-2020-3030-40240填土80015003-12淤泥<350a1-2>1.30343-4455667淤泥质±3506500.80V3-21.30354556677-8650-10000.50V3-20.804758697-108-111.0<I11.201000-13000.30V31-20.506-107-119-1410-1611-170.75<I111300-18000.25<a.20.4091711-1413-1715-2016-220.50<I10.751600-25000.20<a1-20.3011-1614-1716-2118-2522-28fi51±t0.25<I10.502000-35000.10<a.z0.20142017-2219-2622-3025-360<10.253000-40000.06<a-20.1516-2419-2723-3128-3630-4310>4000a-20.0618-2822-3227-3732-4338-52粉土松散<2000N748599-1111-1414-17稍密2000-40007<N137-129-1310-1613-1916-22中密4000600013<N259-1510-16141816-2120-28密实>6000N>25111813-1917-2220-2626-34粉细砂松散N10596-1110-1612-1915-24稍密3000-600010<N158-1310-1515-1818-2523-29中密6000-1200015<N3010-1613-1817-2220-2926-37密实>12000N>30142217-2421-2924-3530-44中粗砂松散N63.56-107-1210-1813-2016-265稍密5<N635109-1
