预制桩阻力特征值 qsa(kPa).docx

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1、预制桩阻力特征值qkPa)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21.303-5455-66778淤泥质土350-6500.80Si-?1.3047586-97-108-12650-10000.50ar?0.805-8799-1210-1412-16黏性土1.0I11.21000-13000.30V3-?0.507-119-1212-1514-1816-200.75Ii1.01300-18000.25ar?0.409-1412-1615-1918-232

2、0270.50k0.751600-25000.20V8-?0.3011-1816-2119-2523-3027-360.25Ii0.502000-35000.10V31-20.2014-2220-2525-3030-3636-42040003i-20.0622-3430-4035-4540-5048-60粉土松散2000N77-108-1111-1414-1717-20稍密200040007N139-1210-1313-1717-2120-25中密4000-6000136000N2514-2017-2121-2525-3030-36粉细砂松散N108-1210-1812-2216-2620-3

3、2稍密3000-600010N1511-2017-2221-2525-303036中密6000-120001512000N30202725-3030-3533-4040-48中粗砂松散N63.559-1311-1913-2317-2721-33稍密5VN6351012-2218-2822-3326-3531-37中密102025-3330-3533-4038-4545-54砾砂松散N63.5510-1413-2115-2518-2822-34稍密52028-3833-4038-4542-5050-60圆砾卵石松散N63.5511-1514-2216-2619-3023-35稍密5VN63510

4、14-3122-3824-4228-4633-56中密102035-4542-5046-5550-6060-72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0.7511.01300-18000.253i-20.40260-410330-550520-700670-850830-11000.5IW0.751600-25000.203i-20.30350-650500-700670-900

5、800-13501000-18000.25k0.52000-35000.1031-20.20500-850670-900850135012001900160026000Ii0.25300040000.0631-20.15750-1250850-13501300-25001800280025003600粉土稍密2000-40007N13300500330-550500-850600-900800-1200中密4000-6000136000N750-1200850-12501050-15001300-18001500-225025粉细砂稍密3000-600010N15450-1200900-130

6、01150-15001400-18001700-2250,1,6000120001512000N30130019001700-20001900-22502100-26002600-3300中粗砂稍密5N63510600-14001000-18001200-21001500-25001800-3000111102018002300210025002400-30002900-35003500-4200砾砂稍密5N3510700-20001300-23001400-26001700-30002000-3600中密10202200-28002400-30002900-38003600-43004200

7、-5100圆砾卵石稍密5N63510800-22001400-25001600-31001700-37002100-4300中密10202300-3400310040003750-45004200-50005000-6500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

8、-12淤泥1.30343-4455667淤泥质3506500.80V3-21.30354556677-8650-10000.50V3-20.804758697-108-111.0I11.201000-13000.30V31-20.506-107-119-1410-1611-170.75I111300-18000.25a.20.4091711-1413-1715-2016-220.50I10.751600-25000.20a1-20.3011-1614-1716-2118-2522-28fi51t0.25I10.502000-35000.10a.z0.20142017-2219-2622-302

9、5-36010.253000-40000.064000a-20.0618-2822-3227-3732-4338-52粉土松散2000N748599-1111-1414-17稍密2000-40007N137-129-1310-1613-1916-22中密40006000136000N25111813-1917-2220-2626-34粉细砂松散N10596-1110-1612-1915-24稍密3000-600010N158-1310-1515-1818-2523-29中密6000-120001512000N30142217-2421-2924-3530-44中粗砂松散N63.56-107-1210-1813-2016-265稍密5N635109-1