[1] 陈上明,张倬元,李强.某机场场道软基变形性状的离心模型
试验[J].地质灾害与环境保护,1996,7(1):88-103.
Chen Shang-ming,Zhang Zuo-yuan,Li Qiang.Study on the deformation
behavior of soft ground of an airport with centrifugal model
[J].Journal of Geological Hazards and Environment Preservation,
1996,7(1):88-103.
[2] 谢永利,潘秋元,曾国熙.应用离心模型试验研究软基变形性状[J].岩土工程学报,1995,7(4):45-50.
Xie Yong-li,Pan Qiu-yuan,Zeng Guo-xi.Study on deformation behavior
of soft clay ground with centrifugal model test[J].Chinese
Journal of Geotechnical Engineering,1995,7(4):45-50.
[3] 刘守华,蔡正银,徐光明,等.用离心模型研究港区软基变形特性[J].工业建筑,2004,34(12):54-58.
Liu Shou-hua,Cai Zheng-yin,Xu Guang-ming,et al.Study on deformation
characteristics of port foundation by centrifugal model
[J].Industrial Construction,2004,34(12):54-58.
[4] 荆志东,郭永春,邱恩喜,等.新型桩板结构对调整铁路软基沉降控制作用离心试验[J].岩土力学,2010,31(8):2565-2574.
Jing Zhi-dong,Guo Yong-chun,Qiu En-xi,et al.Centrifugal test of
new pile-plate structure embankment settlement of soft soil of highspeed
railway[J].Rock and Soil Mechanics,2010,31(8):2565-2574.
[5] 翁效林.高速公路拓宽路基差异沉降控制技术研究[D].西
安:长安大学,2009.
[6] 黄晓明.高速公路路桥(涵) 过渡段回填分析方法及应用技术
[M].北京:人民交通出版社,2007.
[7] JGJ 79—2002 建筑地基处理技术规范[S].北京:中国建筑工
业出版社,2002.
[8] SL 237—1999 土工试验规程[S].北京:中国水利水电出版
社,1999. |