引文
[1]LEROUEIL S,VAUGHAN P R.The general and congruent effects of structure in natural soils and weak rocks[J].Geotechnique,1990,40(3):467-488.
[2]沈珠江,陈铁林.岩土破损力学——结构类型与荷载分担[J].岩石力学与工程学报,2004,23(13):2137-2142.SHEN Zhujiang,CHEN Tielin.Breakage mechanics of geomaterial-structure types and load sharing[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(13):2137-2142.
[3]DUNLAP W,BRYANT W R,WILLIAMS G N,et al.Storm wave effects on deltaic sediments—results of EASWAB I and II[C]//Port and Ocean Engineering Under Arctic Conditions(POAC79).Trondheim,Norway,1979:899-920.
[4]MIYAMOTO T,YOSHINAGA S,SOGA F,et al.Seismic prospecting method applied to the detection of offshore breakwater units setting in the seabed[J].Coastal Engineering in Japan,1989,32:103-112.
[5]郑维民.中国海洋工程地质研究[J].工程地质学报,1994,2(1):90-96.ZHENG Weimin.Marine engineering geology research in China[J].Journal of Engineering Geology,1994,2(1):90-96.
[6]单红仙,贾永刚,许国辉.波浪作用诱发的黄河口水下斜坡失稳破坏[J].地学前缘,2001,8(3):130.SHAN Hongxian,JIA Yonggang,XU Guohui.Wave action caused the Yellow River mouth slope instability and failure[J].Earth Science Frontiers,2001,8(3):130.
[7]CHRISTIAN J T,TAYLOR P K,YEN J K C,et al.Large diameter under water pipeline for nuclear power plant designed against soil liquefaction[C]//Proceedings of the Sixth Annual Offshore Technology Conference.Houston,USA,1974:597-606.
[8]刘红军,李洪江,王虎,等.饱和海床土渗流-应力耦合损伤及液化破坏规律(Ⅰ)[J].哈尔滨工程大学学报,2014,35(11):1320-1326.LIU Hongjun,LI Hongjiang,WANG Hu,et al.Study on seepage-stress coupling damage and liquefaction failure regularity of saturated seabed soil(Ⅰ)[J].Journal of Harbin Engineering University,2014,35(11):1320-1326.
[9]汪闻韶.土体液化与极限平衡和破坏的区别和关系[J].岩土工程学报,2005,27(1):1-10.WANG Wenshao.Distinction and interrelation between liquefaction,state of limit equilibrium and failure of soil mass[J].Journal of Geotechnical Engineering,2005,27(1):1-10.
[10]陈友媛,刘红军,贾永刚,等.循环荷载作用下海床结构粉质土的液化渗流机理定性研究[J].岩土力学,2007,28(8):1632-1635.CHEN Youyuan,LIU Hongjun,JIA Yonggang,et al.Qualitative study on mechanism of liquefaction and seepage of seabed structure silty soil under cyclic loads[J].Journal of Rock and Soil Mechanics,2007,28(8):1632-1635.
[11]张浪平,尹祥础,梁乃刚.加卸载响应比与损伤变量关系研究[J].岩石力学与工程学报,2008,27(9):1874-1881.ZHANG Langping,YIN Xiangchu,LIANG Naigang.Study on relation between load/unload response radio and damage variable[J].Journal of Rock Mechanics and Engineering,2008,27(9):1874-1881.
[12]秦四清,徐锡伟,胡平,等.孕震断层的多锁固段脆性破裂机制与地震预测新方法的探索[J].地球物理学报,2010,53(4):1001-1013.QIN Siqing,XU Xiwei,HU Ping,et al.Brittle failure mechanism of multiple locked patches in a seismogenic fault system and exploration on a new way for earthquake prediction[J].Chinese Journal of Geophysics,2010,53(4):1001-1013.
[13]刘红军,王小花,贾永刚,等.黄河三角洲饱和粉土液化特性及孔压模型试验研究[J].岩土力学,2005,26(S2):83-87.LIU Hongjun,WANG Xiaohua,JIA Yonggang,et al.Experimental study on liquefaction properties and pore-water pressure model of saturated silt in Yellow River Delt[J].Journal of Rock and Soil Mechanics,2005,26(S2):83-87.
[14]王艳丽,王勇.饱和砂的动孔压演化特性试验研究[J].同济大学学报:自然科学版,2009,37(12):1603-1607.WANG Yanli,WANG Yong.Experimental study on evolutionary characteristics of dynamic pore water pressure of saturated sands[J].Journal of Tongji University:Natural Science Edition,2009,37(12):1603-1607.
[15]张健,高玉峰,沈扬,等.波浪荷载作用下饱和粉土反正弦孔压拟合参数影响因素分析[J].岩土力学,2011,32(3):727-732.ZHANG Jian,GAO Yufeng,SHEN Yang,et al.Factor analysis of fitting parameter for saturated silt arcsin pore water pressure under wave loading[J].Journal of Rock and Soil Mechanics,2011,32(3):727-732.
[16]张茹,何昌荣,费文平,等.饱和黏性土和砂砾石料振动孔压的试验研究[J].岩土力学,2006,27(10):1805-1810.ZHANG Ru,HE Changrong,FEI Wenping,et al.Experimental study on dynamic pore water pressure of saturated cohesive soil and gravel[J].Journal of Rock and Soil Mechanics,2006,27(10):1805-1810.
[17]王军,蔡袁强,郭林,等.分阶段循环加载条件下温州饱和软黏土孔压和应变发展规律[J].岩土工程学报,2012,34(7):1349-1354.WANG Jun,CAI Yuanqiang,GUO Lin,et al.Pore pressure and strain development of Wenzhou saturated soft soil under cyclic loading by stages[J].Journal of Geotechnical Engineering,2012,34(7):1349-1354.
[18]王艳丽,饶锡保,潘家军,等.细粒含量对饱和砂土动孔压演化特性的影响[J].土木建筑与环境工程,2011,33(3):52-56.WANG Yanli,RAO Xibao,PAN Jiajun,et al.Effects of fines content on evolutionary characteristics of dynamic pore water pressure of saturated sands[J].Journal of Civil,Architectural and Environmental Engineering,2011,33(3):52-56.
[19]陈国兴,王炳辉.局部排水条件下南京细砂振动孔压的波动特性[J].岩土工程学报,2010,32(5):767-773.CHEN Guoxing,WANG Binghui.Fluctuating characteristics of excess pore water pressure in Nanjing fine sand under partially drained conditions[J].Journal of Geotechnical Engineering,2010,32(5):767-773.