引文
[1]ISHIBASHI Isao,KAWAMURA Makoto,BHATIA Shobha K.Torsional simple shear apparatus for drained and undrained cyclic testing[C]//Advances in the Art of Testing Soils Under Cyclic Conditions,Detroit,MI,Engl,1985:51–73.
[2]MADSEN O S.Wave-induced pore-pressure and effective stresses in a porous bed[J].Geotechnique,1978,28(4):435–440.
[3]YAMAMOTO T,KONING H L,SPELLMEIGHER H.On the response of a poro-elastic bed to water waves[J].Journal of Fluid Mechanics,1978,78:193–206.
[4]钱寿易,楼志刚,杜金声.海洋波浪作用下土动力特性的研究现状和发展[J].岩土工程学报,1982,4(1):16–23.(QIAN Shou-yi,LOU Zhi-gang,DU Jin-sheng.State-of-the-art of dynamic characteristics of soil under ocean wave loading[J].Chinese Journal of Geotechnical Engineering,1982,4(1):16–23.(in Chinese))
[5]ISHIHARA K,TOWHATA I.Sand response to cyclic rotation of principal stress directions as induced by wave loads[J].Soils and Foundations,1983,23(4):11–26.
[6]许成顺.复杂应力条件下饱和松砂剪切特性及本构模型的试验验证[D].大连:大连理工大学,2006.(XU Cheng-shun.Experimental study on behavior of saturated loose sands under complex shear loading and constitutive model[D].Dalian:Dalian University of Technology,2006.(in Chinese)
[7]何杨.复杂应力条件下饱和砂土孔隙水压力及体变特性研究[D].大连:大连理工大学,2007.(HE Yang.Experimental study on pore water pressure and volumetric strain characteristics of saturated sands under complex stress condition[D].Dalian:Dalian University of Technology,2007.(in Chinese))
[8]林淋.竖向地震动特征分析[D].北京:中国地震局工程力学研究所,2005.(LIN Lin.Characteristics analysis of vertical ground motion[D].Beijing:China Seismological Bureau,2005.(in Chinese))
[9]周正华,周雍年,卢涛,杨程.竖向地震动特征研究[J].地震工程与工程振动,2003,23(3):25–29.(ZHOU Zheng-hua,ZHOU Yong-nian,LU Tao,YANG Cheng.Study on characteristics of vertical ground motion[J].Chinese Journal of Earthquake Engineering and Engineering Vibration,2003,23(3):25–29.(in Chinese))
[10]SEED H B,PYKE R M,MARTIN G R.Effect of multi-directional shaking on liquefaction of sands[R].Berkeley:University of California,1975.
[11]BOULANGER R.W.,SEED R.B.Liquefaction of sand under bi-directional monotonic and cyclic loading[J].Journal of Geotechnical Engineering,ASCE,1995,121(12):870–878.
[12]沈瑞福,王洪瑾,周克骥,周景星.动主应力旋转下砂土孔隙水压力发展及海床稳定性判断[J].岩土工程学报,1994,16(3):70–78.(SHEN Rui-fu,WANG Hong-jin,ZHOU Ke-ji,ZHOU Jing-xing.Building-up of pore water pressure under cyclic rotation of principal stress and evaluation of stability of seabed deposit[J].Chinese Journal of Geotechnical Engineering,1994,16(3):70–78.(in Chinese))
[13]姚仰平.真三轴应力条件下砂土的非线性动力本构关系的研究[D].西安:西安理工大学,1995.(YAO Yang-ping.Nonlinear dynamic constitutive relation of sand under real triaxial stress condition[D].Xi′an:Xi′an University of Technology,1995.(in chinese))
[14]郭莹.复杂应力条件下饱和松砂的不排水动力特性试验研究[D].大连:大连理工大学,2003.(GUO Ying.Experimental studies on undrained cyclic behavior of loose sands under complex stress conditions considering static and cyclic coupling effect[D].Dalian:Dalian University of Technology,2003.(in Chinese))
[15]BOULANGER R W,CHAN C K,SEED H B,SEED R B.A low-compliance bi-directional cyclic simple shear apparatus[J].Geotech Testing J,1993,16(1):36–45.
[16]栾茂田,郭莹,李木国,王静,等.土工静力–动力液压三轴-扭转多功能剪切仪研发及应用[J].大连理工大学学报,2003,43(5):670–675.(LUAN Mao-tian,GUO Ying,LI Mu-guo,WANG Jing,et al.Development and application of soil static and dynamic universal triaxial and torsional shear apparatus[J].Chinese Journal of Dalian University of Technology,2003,43(5):670–675.(in chinese))
[17]SEED H B,LEE K L.Liquefaction of saturated sands during cyclic loading[J].Journal of the Soil Mechanics and Foundation Engineering Division,ASCE,1966,92(SM6):105–134.
[18]栾茂田,金丹,许成顺,张其一,张振东.双向耦合剪切条件下饱和松砂的液化特性试验研究[J].岩土工程学报,2008,30(6):790–794.(LUAN Mao-tian,JIN Dan,XU Cheng-shun,ZHANG Qi-yi,ZHANG Zhen-dong.Liquefaction of sand under bi-directional cyclic loading[J].Chinese Journal of Geotechnical Engineering,2008,30(6):790–794.(in Chinese))