高志兵,高玉峰,谭慧明.饱和黏性土最大动剪切模量的室内和原位试验对比研究[J].岩土工程学报, 2010, 32(5):731-735. GAO Zhibing, GAO Yufeng, TAN Huiming. Lab and in-situ tests on maximum dynamic shear modulus of saturated clay soils[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(5):731-735.(in Chinese)
[2]
史丙新,周荣军.四川盆地场地土动力学参数统计研究[J].四川地震, 2014, 3:1-5. SHI Bingxin, ZHOU Rongjun. Research on dynamic parameters of site soil in Sichuan basin[J]. Earthquake Research In Sichuan, 2014, 3:1-5.(in Chinese)
[3]
张小平,牛雪,赵安生,等.大连地区场地土动力学参数初步研究[J].中国地震, 2011, 27(3):280-289. ZHANG Xiaoping, NIU Xue, ZHAO Ansheng, et al. Research on dynamic parameters of soil site in Dalian area[J]. Earthquake Research in China, 2011, 27(3):280-289.(in Chinese)
[4]
白玉,余湘娟,高磊.南京地区粉质黏土动剪切模量与阻尼比试验研究[J].水利与建筑工程学报, 2013, 11(1):26-30+96. BAI Yu, YU Xiangjuan, GAO Lei. Experimental study on dynamic shear modulus and damping ratio of silty clay soil in Nanjing[J]. Journal of Water Resources and Architectural Engineering, 2013, 11(1):26-30+96.(in Chinese)
[5]
袁晓铭,孙锐,孙静,等.常规土类动剪切模量比和阻尼比试验研究[J].地震工程与工程振动, 2000, 20(4):133-139. YUAN Xiaoming, SUN Rui, SUN Jing, et al. Laboratory experimental study on dynamic shear modulus raito and damping ratio of soils[J]. Earthquake Engineering and Engineering Dynamics, 2000, 20(4):133-139.(in Chinese)
[6]
蔡辉腾,金星.福州市区粉质黏土动剪切模量与阻尼比试验研究[J].土木工程学报, 2011, 44:110-113. CAI Huiteng, JIN Xing.Testing study on dynamic shear modulus and damping ratio of silty clay in Fuzhou downtown area[J]. China Civil Engineering Journal, 2011, 44:110-113.(in Chinese)
[7]
施春花,吕悦军,彭艳菊,等.北京地区粉质黏土土动力学参数的统计分析[J].震灾防御技术,2009,4(1):69-79. SHI Chunhua, LV Yuejun, PENG Yanju, et al. Statistical analysis of dynamic parameters of silty clay in Beijing area[J]. Technology for Earthquake Disaster Prevention, 2009, 4(1):69-79.(in Chinese)
[8]
蒋其峰,彭艳菊,荣棉水,等.渤海海域粉质黏土动力学参数的统计分析[J].震灾防御技术, 2014, 9(2):252-262. JIANG Qieng, PENG Yanju, RONG Mianshui, et al. Statistical analysis of dynamic parameters of silty clay in the Bohai sea[J]. Technology for Earthquake Disaster Prevention, 2014, 9(2):252-262.(in Chinese)
[9]
Hardin B O, Drnevich V P. Shear modulus and damping of soils:measurement and parameter effects[J]. Journal of Soil Mechanics and Foundation Division, 1972a, 98(SM6):603-624.
Martin P P, Seed H B. One-dimensional dynamic ground response analyses[J]. Journal of the Geotechnical Engineering Division, 1982, 108(7):935-952.
[12]
Isao Ishibashi, Zhang Xinjian. Unified dynamic shear moduli and damping ratios of sand and clay[J]. Soils and Foundation, 1993, 33(1):182-191.
[13]
Roy H. Borden. Dynamic properties of piedmont residual soils[J]. Journal of Geotechnical Engineering, ASCE, 1996, 122(10):813-821.
[14]
Zhang Jianfeng, Ronald D. Andrus, C Hsein Juang. Nomalized shear modulus and material damping ratio relationships[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2005, 131(4):453-464.
[15]
陈国兴,庄海洋.基于Davidenkov骨架曲线的土体动力本构关系及其参数研究[J].岩土工程学报, 2005, 27(8):860-864. CHEN Guoxing, ZHUANG Haiyang. Developed nonlinear dynamic constitutive relations of soils based on Davidenkov skeleton curve[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(8):860-864.(in Chinese)