静力触探试验报告

Р0.50Р18.9Р0.2Р3.56Р44.7Р2.9Р0.68Р10.2Р0.3Р2.68Р44.2Р3.0Р3.42Р18.0Р0.4Р2.96Р41.2Р3.1Р4.98Р23.5Р0.5Р3.36Р38.3Р3.2Р5.08Р36.3Р0.6Р3.98Р40.5Р3.3Р5.28Р64.3Р0.7Р2.84Р42.9Р3.4Р5.56Р63.4Р0.8Р3.68Р48.7Р3.5Р5.82Р56.9Р0.9Р3.50Р45.1Р3.6Р6.44Р67.8Р1.0Р3.08Р38.3Р3.7Р7.36Р69.7Р1.1Р3.14Р40.1Р3.8Р3.68Р65.3Р1.2Р2.54Р43.0Р3.9Р3.90Р58.5Р1.3Р0.78Р44.4Р1.4Р0.58Р17.9Р1.5Р0.62Р17.2Р1.6Р0.32Р10.9Р1.7Р0.52Р13.6Р1.8Р0.32Р11.0Р1.9Р0.66Р10.9Р2.0Р0.66Р16.3Р2.1Р0.48Р19.5Р2.2Р0.66Р11.7Р2.3Р0.58Р13.8Р2.4Р0.52Р11.4Р2.5Р0.42Р18.9Р2.6Р0.56Р14.6Р2.7Р0.52Р11.4Р七、检测结果Р将原始数据经过相关验算后,ZK20孔触探深度为0.1m-3.9m,结合侧壁摩阻力和摩阻比与深度的关系曲线,场地自上而下土层可以分为3层,Р深度Р土层性状Рqc平均值Р(MPa)Рfs平均值Р(kPa)Р地基承载力Р特征值(kPa)Р地基土压缩模量(MPa)Р0.0~1.3Р粉土粘土Р2.87Р41Р159Р/Р1.3~2.8Р淤泥Р0.72Р14Р93Р4.19Р2.9~3.9Р粉土粘土(II)Р3.90Р59Р263Р/Р结合本工程地质勘查报告,本次触探试验结果与地质勘探报告基本相符。Р Р Р Р双桥静力触探测试柱状图