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土层层底标高深度lsfsifsi*lsfp±0.000绝对标高(m)5.5桩顶绝对标高(m)0.85桩长(m)18桩径(m)0.46m以上-22.851542.75桩周长Up(m)1.2566③层(6m以下)-3.191.192023.8桩身面积Ap(㎡)0.1257④层-12.098.922195.8桩端净面积Aj(㎡)0.0910⑥层-14.892.860168桩端敞口面积Ap1(㎡)0.0346⑦层-19.292.2670158.24000桩端土塞效应系数λ0.8Rsk=Up∑fsi*ls(KN)739.59Rpk=fp*(Aj+λ*Ap1)(KN)474.9460标准值Rk=Rsk+Rpk(KN)1214.54∑18588.55特征值Ra(KN)607.27土层层底标高深度lsfsifsi*lsfp±0.000绝对标高(m)5.5桩顶绝对标高(m)0.85桩长(m)18桩径(m)0.46m以上-22.851542.75桩周长Up(m)1.2566③层(6m以下)-3.271.272025.4桩身面积Ap(㎡)0.1257④层-11.978.722191.4桩端净面积Aj(㎡)0.0910⑥层-15.373.460204桩端敞口面积Ap1(㎡)0.0346⑦层-19.571.7870124.64000桩端土塞效应系数λ0.712Rsk=Up∑fsi*ls(KN)739.09Rpk=fp*(Aj+λ*Ap1)(KN)462.7541标准值Rk=Rsk+Rpk(KN)1201.85∑18588.15特征值Ra(KN)600.92土层层底标高深度lsfsifsi*lsfp±0.000绝对标高(m)5.5桩顶绝对标高(m)0.85桩长(m)18桩径(m)0.46m以上-22.851542.75桩周长Up(m)1.2566③层(6m以下)-3.381.382027.6桩身面积Ap(㎡)0.1257④层-11.788.422184.8桩端净面积Aj(㎡)0.0910⑥层-14.883.160186桩端敞口面积Ap1(㎡)0.0346⑦层-18.982.2770158.94000桩端土塞效应系数λ0.8Rsk=Up∑fsi*ls(KN)754.05Rpk=fp*(Aj+λ*Ap1)(KN)474.9460标准值Rk=Rsk+Rpk(KN)1228.99∑18600.05特征值Ra(KN)614.50管桩竖向抗压承载力特征值计算工程名称:勘探孔编号:J9管桩竖向抗压承载力特征值计算管桩竖向抗压承载力特征值计算工程名称:勘探孔编号:G5工程名称:勘探孔编号:J10第1页土层层底标高深度lsfsifsi*lsfp±0.000绝对标高(m)5.5桩顶绝对标高(m)0.85桩长(m)18桩径(m)0.46m以上-22.851542.75桩周长Up(m)1.2566③层(6m以下)-3.731.732034.6桩身面积Ap(㎡)0.1257④层-12.138.422184.8桩端净面积Aj(㎡)0.0910⑥层-14.732.660156桩端敞口面积Ap1(㎡)0.0346⑦层-19.732.4270169.44000桩端土塞效应系数λ0.8Rsk=Up∑fsi*ls(KN)738.34Rpk=fp*(Aj+λ*Ap1)(KN)474.9460标准值Rk=Rsk+Rpk(KN)1213.28∑18587.55特征值Ra(KN)606.64土层层底标高深度lsfsifsi*lsfp±0.000绝对标高(m)5.5桩顶绝对标高(m)0.85桩长(m)18桩径(m)0.46m以上-22.851542.75桩周长Up(m)1.2566③层(6m以下)-3.381.382027.6桩身面积Ap(㎡)0.1257④层-11.788.422184.8桩端净面积Aj(㎡)0.0910⑥层-15.183.460204桩端敞口面积Ap1(㎡)0.0346⑦层-18.781.9770137.94000桩端土塞效应系数λ0.788Rsk=Up∑fsi*ls(KN)750.28Rpk=fp*(Aj+λ*Ap1)(KN)473.2834标准值Rk=Rsk+Rpk(KN)1223.56∑18597.05特征值Ra(KN)611.78土层层底标高深度lsfsifsi*lsfp±0.000绝对标高(m)5.5桩顶绝对标高(m)0.85桩长(m)18桩径(m)0.46m以上-22.851542.75桩周长Up(m)1.2566③层(6m以下)-3.351.352027桩身面积Ap(㎡)0.1257④层-11.558.222180.4桩端净面积Aj(㎡)0.0910⑥层-14.953.460204桩端敞口面积Ap1(㎡)0.0346⑦层-18.752.2701544000桩端土塞效应系数λ0.788Rsk=Up∑fsi*ls(KN)764.22Rpk=fp*(Aj+λ*Ap1)(KN)473.2834标准值Rk=Rsk+Rpk(KN)1237.51∑18608.15特征值Ra(KN)618.75管桩竖向抗压承载力特征值计算工程名称:勘探孔编号:J14勘探孔编号:J3管桩竖向抗压承载力特征值计算工程名称:勘探孔编号:J4管桩竖向抗压承载力特征值计算工程名称:第2页土层层底标高深度lsfsifsi*lsfp±0.000绝对标高(m)5.5桩顶绝对标高(m)3.65桩长(m)21桩径(m)0.46m以上-25.651584.75桩周长Up(m)1.2566③层(6m以下)-3.191.192023.8桩身面积Ap(㎡)0.1257④层-12.098.922195.8桩端净面积Aj(㎡)0.0910⑥层-14.892.860168桩端敞口面积Ap1(㎡)0.0346⑦层-19.292.4670172.24000桩端土塞效应系数λ0.8Rsk=Up∑fsi*ls(KN)809.97Rpk=fp*(Aj+λ*Ap1)(KN)474.9460标准值Rk=Rsk+Rpk(KN)1284.91∑21644.55特征值Ra(KN)642.46土层层底标高深度lsfsifsi*lsfp±0.000绝对标高(m)5.5桩顶绝对标高(m)3.65桩长(m)21桩径(m)0.46m以上-25.651584.75桩周长Up(m)1.2566③层(6m以下)-3.271.272025.4桩身面积Ap(㎡)0.1257④层-11.978.722191.4桩端净面积Aj(㎡)0.0910⑥层-15.373.460204桩端敞口面积Ap1(㎡)0.0346⑦层-19.571.9870138.64000桩端土塞效应系数λ0.792Rsk=Up∑fsi*ls(KN)809.46Rpk=fp*(Aj+λ*Ap1)(KN)473.8376标准值Rk=Rsk+Rpk(KN)1283.30∑21644.15特征值Ra(KN)641.65土层层底标高深度lsfsifsi*lsfp±0.000绝对标高(m)5.5桩顶绝对标高(m)3.65桩长(m)21桩径(m)0.46m以上-25.651584.75桩周长Up(m)1.2566③层(6m以下)-3.381.382027.6桩身面积Ap(㎡)0.1257④层-11.788.422184.8桩端净面积Aj(㎡)0.0910⑥层-14.883.160186桩端敞口面积Ap1(㎡)0.0346⑦层-18.982.4770172.94000桩端土塞效应系数λ0.8Rsk=Up∑fsi*ls(KN)824.42Rpk=fp*(Aj+λ*Ap1)(KN)474.9460标准值Rk=Rsk+Rpk(KN)1299.36∑21656.05特征值Ra(KN)649.68勘探孔编号:G5管桩竖向抗压承载力特征值计算(试桩)工程名称:勘探孔编号:J9管桩竖向抗压承载力特征值计算(试桩)工程名称:勘探孔编号:J10管桩竖向抗压承载力特征值计算(试桩)工程名称:第3页土层层底标高深度lsfsifsi*lsfp±0.000绝对标高(m)5.5桩顶绝对标高(m)3.65桩长(m)21桩径(m)0.46m以上-25.651584.75桩周长Up(m)1.2566③层(6m以下)-3.731.732034.6桩身面积Ap(㎡)0.1257④层-12.138.422184.8桩端净面积Aj(㎡)0.0910⑥层-14.732.660156桩端敞口面积Ap1(㎡)0.0346⑦层-19.732.6270183.44000桩端土塞效应系数λ0.8Rsk=Up∑fsi*ls(KN)808.71Rpk=fp*(Aj+λ*Ap1)(KN)474.9460标准值Rk=Rsk+Rpk(KN)1283.65∑21643.55特征值Ra(KN)641.83土层层底标高深度lsfsifsi*lsfp±0.000绝对标高(m)5.5桩顶绝对标高(m)3.65桩长(m)21桩径(m)0.46m以上-25.651584.75桩周长Up(m)1.2566③层(6m以下)-3.381.382027.6桩身面积Ap(㎡)0.1257④层-11.788.422184.8桩端净面积Aj(㎡)0.0910⑥层-15.183.460204桩端敞口面积Ap1(㎡)0.0346⑦层-18.782.1770151.94000桩端土塞效应系数λ0.8Rsk=Up∑fsi*ls(KN)820.65Rpk=fp*(Aj+λ*Ap1)(KN)474.9460标准值Rk=Rsk+Rpk(KN)1295.59∑21653.05特征值Ra(KN)647.80土层层底标高深度lsfsifsi*lsfp±0.000绝对标高(m)5.5桩顶绝对标高(m)3.65桩长(m)21桩径(m)0.46m以上-25.651584.75桩周长Up(m)1.2566③层(6m以下)-3.351.352027桩身面积Ap(㎡)0.1257④层-11.558.222180.4桩端净面积Aj(㎡)0.0910⑥层-14.953.460204桩端敞口面积Ap1(㎡)0.0346⑦层-18.752.4701684000桩端土塞效应系数λ0.8Rsk=Up∑fsi*ls(KN)834.60Rpk=fp*(Aj+λ*Ap1)(KN)474.9460标准值Rk=Rsk+Rpk(KN)1309.54∑21664.15特征值Ra(KN)654.77管桩竖向抗压承载力特征值计算(试桩)工程名称:勘探孔编号:J14管桩竖向抗压承载力特征值计算(试桩)工程名称:勘探孔编号:J3管桩竖向抗压承载力特征值计算(试桩)工程名称:勘探孔编号:J4第4页土层层底标高深度lsfsifsi*lsfp±0.000绝对标高(m)5.5桩顶绝对标高(m)4.65桩长(m)21桩径(m)0.46m以上-26.651599.75桩周长Up(m)1.2566③层(6m以下)-3.191.192023.8桩身面积Ap(㎡)0.1257④层-12.098.922195.8桩端净面积Aj(㎡)0.0910⑥层-14.892.860168桩端敞口面积Ap1(㎡)0.0346⑦层-19.291.4670102.24000桩端土塞效应系数λ0.8Rsk=Up∑fsi*ls(KN)740.85Rpk=fp*(Aj+λ*Ap1)(KN)474.9460标准值Rk=Rsk+Rpk(KN)1215.80∑21589.55特征值Ra(KN)607.90土层层底标高深度lsfsifsi*lsfp±0.000绝对标高(m)5.5桩顶绝对标高(m)4.65桩长(m)21桩径(m)0.46m以上-26.651599.75桩周长Up(m)1.2566③层(6m以下)-3.271.272025.4桩身面积Ap(㎡)0.1257④层-11.978.722191.4桩端净面积Aj(㎡)0.0910⑥层-15.373.460204桩端敞口面积Ap1(㎡)0.0346⑦层-19.570.987068.64000桩端土塞效应系数λ0.792Rsk=Up∑fsi*ls(KN)74
本文标题:管桩承载力计算
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