崔新壮.交通荷载作用下黄河三角洲低液限粉土地基累积沉降规律研究[J].土木工程学报,2012,45(1):154-162.Cui Xinzhuang.Cumulative sedimentation regulation research of low lliquid limit silt subgrade under ttraffic load[J].China Civil Engineering Journal,2012,45(1):154-162.
[2]
张乾青.软土地基桩基受力性状和沉降特性试验与理论研究[D].杭州:浙江大学,2012.Zhang Qianqing.Test and theoretical study on bearing capacity behavior and settlement of pile in soft soils[D].Hangzhou:Zhejiang University,2012.
[3]
孙曦源.水平荷载作用下软土地基中桶形基础工作机理及承载性能研究[D].大连:大连理工大学,2009.Sun Xiyuan.A study on working mechanism and bearing capacity performance of bucket foundation in soft ground under lateral loads[D].Dalian:Dalian University of Technology,2009.
[4]
周健,陈小亮.饱和层状砂土液化特性的动三轴试验研究[J].岩土力学,2011,32(4):967-972.Zhou Jian,Chen Xiaoliang.Study of inquefaction characteristic of saturated stratified sands by dynamic triaxial test[J].Rock and Soil Mechanics,2011,32(4):967-972.
[5]
黄博,丁浩,陈云敏.高速列车荷载作用的动三轴试验模拟[J].岩土工程学报,2011,33(2):195-202.Huang Bo,Ding Hao,Chen Yunming.Simulation of high-speed train load by dynamic triaxial tests[J].Chinese Journal of Geotechnical Engineering,2011,33(2):195-202.
[6]
吴波,孙德安.非饱和粉土的液化特性研究[J].岩土力学,2013,34(2):411-415.Wu Bo,Sun Dean.The research of unsaturated silt liquefaction properties[J].Rock and Soil Mechanics,2013,34(2):411-415.
[7]
王树英,阳军生.前期动载对低塑性粉土静态和动态强度的影响[J].岩石力学与工程学报,2013,32(2):363-368.Wang Shuying,Yang Junsheng.Prophase dynamic load’s influence for the static and dynamic strength of low plasticity silt[J].Chinese Journal of Rock Mechanics and Engineering,2013,32(2):363-368.
[8]
王军,谷川,蔡袁强,等.动三轴试验中饱和软黏土的孔压特性及其对有效应力路径的影响[J].岩石力学与工程学报,2012,31(6):1290-1296.Wang Jun,Gu Chuan,Cai Yuanqiang,et al.Behavior of pore water pressure in dynamic triaxial tests of saturated soft clay and its effect on effective stress path[J].Chinese Journal of Rock Mechanics and Engineering,2012,31(6):1290-1296.
[9]
谷川.基于变围压应力路径的饱和软粘土动力特性试验研究[D].杭州:浙江大学,2012.Gu chuan.Study on the dynamic behavior of saturated clavs based on the stress paths with variable confining pressures[D].Hangzhou:Zhejiang University,2012.
[10]
孙波.交通荷载作用下软土地基的动力响应和长期沉降研究[D].杭州:浙江大学,2013.Sun Bo.Dynamic response and long-term settlement of soft foundation under traffic load[D].Hangzhou:Zhejiang University,2013.
[11]
王仕传,凌建明,黄琴龙.路堤高度和加筋对软土地基累积塑性变形的影响[J].同济大学学报(自然科学版),2011,39(3):353-358.Wang Shizhuan,Ling Jianming,Huang Qingdong.Influence of embankment thickness and reinforcement on cumulative plastic deformation of soft soil foundation[J].Journal of Tongji University(Natural Science),2011,39(3):353-358.
[12]
尹利华.公路软土地基处理关键技术智能信息化研究[D].西安:长安大学,2011.Yin Lihua.Intelligent and informationization research on the key technology for soft ground improvement of highway[D].Xi’an:Changan University,2011.
[13]
赵春彦,周顺华.上海地区软土的循环累积孔压模型[J].铁道学报,2012,34(1):77-82.Zhao Chunyan,Zhou Shunhua.Circulation accumulation pore pressure model of Shanghai soft soil[J].Journal of the China Railway Society,2012,34(1):77-82.
[14]
周秋娟,陈晓平.典型基坑开挖卸荷路径下软土三轴流变特性研究[J].岩土力学,2013,34(5):1299-1305.Zhou Qiujuan,Chen Xiaoping.Research on rheological properties of soft clay under typical pit unloading paths[J].Rock and Soil Mechanics,2013,34(5):1299-1305.
[15]
周健,史旦达,吴峰,等.基于数字图像技术的砂土液化可视化动三轴试验研究[J].岩土工程学报,2011,33(1):81-87.Zhou Jian,Shi Tanda,Wu Feng,et al.Visualized cyclic triaxial tests on sand liquefaction using digital imaging technique[J].Chinese Journal of Geotechnical Engineering,2011,33(1):81-87.
[16]
王武刚.安徽地区饱和粉土路基液化及抗震液化技术研究[D].天津:天津大学,2012.Wang Wugang.Studies of liquefaction behavior and anti-seismic liquefaction technology of saturated silt soil sub-grade in Anhui area[D].Tianjing:Tianjing University,2012.
[17]
刘浩,李安.京沪高速铁路阳澄湖段软土的蠕变特性和次固结特性试验研究[J].铁道学报,2012,34(2):86-93.Liu Hao,Li An.The study of creep characteristics and secondary consolidation properties of Beijing Shanghai expressway Yangchenghu soft soil[J].Journal of the China Railway Society,2012,34(2):86-93.
[18]
侯世伟,路德春.北京地区黏质粉土三轴试验与分析[J].土木工程学报,2010,43(S):548-553.Hou Shiwei,Lu dechun.Dynamic triaxial test and analysis of Beijing slime silt[J].China Civil Engineering Journal,2010,43(S):548-553.
[19]
谷川,蔡袁强,王军.地震P波和S波耦合的变围压动三轴试验模拟[J].岩土工程学报,2012,34(10):1903-1909.Gu Chuan,Cai Yuanqiang,Wang Jun.Coupling effects of P-waves and S-waves based on cyclic triaxial tests with cyclic confining pressure[J].Chinese Journal of Geotechnical Engineering,2012,34(10):1903-1909.
[20]
蒋应军,李思超,王天林.级配碎石动三轴试验的数值模拟方法[J].东南大学学报(自然科学版),2013,43(3):604-609.Jiang Yingjun,Li Sichao,Wang Tianlin.Numerical method of dynamic triaxial test on graded crushed rock[J].Journal of Southeast University(Natural Science Edition),2013,43(3):604-609.