杭州地区软土层动力特性研究
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摘要
通过对杭州地区典型软土层(第一、第二软土层)土质力学特性、动剪切模量比和阻尼比的分析,详细探讨了杭州地区第一、第二软土层压缩指标、抗剪强度指标与物理指标之间的分布规律和相关性,拟合了相应的经验回归公式。通过试验发现了第一、第二软土层动剪切模量比G/Gmax、阻尼比λ与剪切应变γ之间的关系,并利用Martin-davidenkov模型和陈国兴等建议的阻尼比经验公式进行了验证和拟合,给出了拟合曲线和拟合参数推荐值,从而得到小应变条件下,杭州地区软土层动剪切模量比G/Gmax和阻尼比λ随剪切应变γ变化的参考值,有利于杭州地区第一、第二软土层动力特性的认识,可供实际工程借鉴使用。
According to the analysis of soil mechanical characteristics,the ratio of dynamical shearing modulus and damping ratio of typical soft soil in Hangzhou area and the particular discussion of the distribution rule and correlation of compression indices,shearing strength indices and physical status indices of the first and second layers of soft soil in Hangzhou area,the relative empirical regression formula is attained.Testing results show that the relationship of dynamic shear modulus ratio(G/Gma)xand damping ratio(λ)and dynamic shear strain(γ)of the first and second layers of soft soil.Further fitting curve and recommending values of fitting parameters are obtained based on the model of Martin-davidenkov and the empirical damping ratio formula suggested by Chen Guoxing,which followed by the coming into possession of the recommended values of dynamic shear modulus ratio(G/Gma)xand damping ratio(λ)versus dynamic strain(γ) for those two typical soft soils in Hangzhou area with the minimum strain condition that benefits the further understanding of the dynamic characteristics of those two typical soft soils and being used in the practical projects,but the proposed values can only be used as reference because of the complexity of damping ratio(λ)and dynamic shear modulus(G).
According to the analysis of soil mechanical characteristics,the ratio of dynamical shearing modulus and damping ratio of typical soft soil in Hangzhou area and the particular discussion of the distribution rule and correlation of compression indices,shearing strength indices and physical status indices of the first and second layers of soft soil in Hangzhou area,the relative empirical regression formula is attained.Testing results show that the relationship of dynamic shear modulus ratio(G/Gma)xand damping ratio(λ)and dynamic shear strain(γ)of the first and second layers of soft soil.Further fitting curve and recommending values of fitting parameters are obtained based on the model of Martin-davidenkov and the empirical damping ratio formula suggested by Chen Guoxing,which followed by the coming into possession of the recommended values of dynamic shear modulus ratio(G/Gma)xand damping ratio(λ)versus dynamic strain(γ) for those two typical soft soils in Hangzhou area with the minimum strain condition that benefits the further understanding of the dynamic characteristics of those two typical soft soils and being used in the practical projects,but the proposed values can only be used as reference because of the complexity of damping ratio(λ)and dynamic shear modulus(G).
引文
[1]党改红,丁伯阳,张勇,等.杭州第四系沉积土的动力特性研究[J].工程勘察,2009(12):31-37.
[2]顾明光,龚日祥,颜铁增等.杭州上泥盆统西湖组露头层序地层研究[J].华南地质与矿产,2009(1):8-13.
[3]寇秉厚.杭州市区地质概况及工程地质、水文地质条件[R].杭州:杭州市勘测设计研究院,1996.
[4]杭州市勘测设计研究院.杭州地铁1号线初步勘察报告[R].杭州:杭州市勘测设计研究院,2002.
[5]金兴平,杨迎晓,李辉煌.杭州地铁1#线岩土工程问题探讨[J].岩石力学与工程学报,2005,24(S2):5680-5684.
[6]顾明光,汪庆华,卢成忠等.杭州城市平原区三维第四系结构调查研究方法探讨[J].中国地质,2008,35(2):232-237.
[7]陈晓平,黄国怡,梁志松.珠江三角洲软土特性研究[J].岩石力学与工程学报,2003,22(1):137-141.
[8]孙静,袁晓明.土的动模量和阻尼比研究述评[J].世界地震工程,2003,1(19):88-95.
[9]陈国兴,谢君斐,张克绪.土的动模量和阻尼比的经验估计[J].地震工程和工程振动,1995,15(1):73-84.
[10]吕悦军,唐荣余,沙海军.渤海海底土类动剪切模量比和阻尼比试验研究[J].防灾减灾工程学报,2003,23(2):35-42.
[11]陈国兴,刘雪珠,朱定华,等.苏南地区新进沉积土的动力特性研究[J].地下空间与工程学报,2005,7(1):1139-1142.
[12]中华人民共和国行业标准编写组.土工试验规程(SL237-1999)[S].北京:中国水利水电出版社,1999.
[13]Martin P P,Seed B H.One-dimensions dynamic groundresponse analyses[J].American Society of Civil Engineering.1982,108(7):935-954.
[2]顾明光,龚日祥,颜铁增等.杭州上泥盆统西湖组露头层序地层研究[J].华南地质与矿产,2009(1):8-13.
[3]寇秉厚.杭州市区地质概况及工程地质、水文地质条件[R].杭州:杭州市勘测设计研究院,1996.
[4]杭州市勘测设计研究院.杭州地铁1号线初步勘察报告[R].杭州:杭州市勘测设计研究院,2002.
[5]金兴平,杨迎晓,李辉煌.杭州地铁1#线岩土工程问题探讨[J].岩石力学与工程学报,2005,24(S2):5680-5684.
[6]顾明光,汪庆华,卢成忠等.杭州城市平原区三维第四系结构调查研究方法探讨[J].中国地质,2008,35(2):232-237.
[7]陈晓平,黄国怡,梁志松.珠江三角洲软土特性研究[J].岩石力学与工程学报,2003,22(1):137-141.
[8]孙静,袁晓明.土的动模量和阻尼比研究述评[J].世界地震工程,2003,1(19):88-95.
[9]陈国兴,谢君斐,张克绪.土的动模量和阻尼比的经验估计[J].地震工程和工程振动,1995,15(1):73-84.
[10]吕悦军,唐荣余,沙海军.渤海海底土类动剪切模量比和阻尼比试验研究[J].防灾减灾工程学报,2003,23(2):35-42.
[11]陈国兴,刘雪珠,朱定华,等.苏南地区新进沉积土的动力特性研究[J].地下空间与工程学报,2005,7(1):1139-1142.
[12]中华人民共和国行业标准编写组.土工试验规程(SL237-1999)[S].北京:中国水利水电出版社,1999.
[13]Martin P P,Seed B H.One-dimensions dynamic groundresponse analyses[J].American Society of Civil Engineering.1982,108(7):935-954.
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