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南京城区岩土体剪切波速与土层深度的关系
引用本文:陈国兴,徐建龙.南京城区岩土体剪切波速与土层深度的关系[J].南京建筑工程学院学报,1998(2):32-37.
作者姓名:陈国兴  徐建龙
作者单位:南京建筑工程学院岩土工程研究所
基金项目:江苏省教委“青蓝工程”跨世纪学术带头人培养基金,江苏省社会发展基金
摘    要:对南京城区的岩土体剪切波速资料作了统计分析,给出了剪切波速与土层深度之间的经验关系,并作了参数误差分析。对两个工程场地进行剪切波速预测表明,经验关系是可靠的,可在工程中应用。

关 键 词:岩土体  剪切波速  土层深度  参数误差分析

Relation Between Depth and Shear Wave Velosity of Soil and Bedrock in Nanjing City
Chen,Guoxing,Xu,Jianlong,Yuan,Canqin.Relation Between Depth and Shear Wave Velosity of Soil and Bedrock in Nanjing City[J].Journal of Nanjing Architectural and Civil Engineering Institute(Natural Science),1998(2):32-37.
Authors:Chen  Guoxing  Xu  Jianlong  Yuan  Canqin
Abstract:In this paper the data of soil layer and bedrock shear wave velosity in Nanjing city is analyzed by statistical method,and the statistical formulas of the relationship of the shear wave velosity of soil layers with the depth of those are given,and the relative parameter errors of the formulas are also given.The formulas are used to evaluate the soil layer shear wave velosity of two sites in Nanjing city,the results show that the above evaluation values are quite identical with the measure values of those.This shows the formulas above are reliable and they are practicable in engineering.
Keywords:soil  physical  properties  least  square  estimation  regression  analysis  shear  wave  velosity
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