Citation: | FENG Huai-ping, GENG Hui-ling, HAN Bo-wen, SHANG Wei-dong, CHANG Jian-mei. Prediction model for settlement of high-speed railway embankment in unsaturated areas[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(6): 1089-1095. DOI: 10.11779/CJGE201706015 |
[1] |
Q/CR 9230—2016 铁路工程沉降变形观测与评估技术规程[S]. 2016. (Q/CR 9230—2016 Observation and evaluation specification for settlement deformation of railway engineering[S]. 2016. (in Chinese))
|
[2] |
许兴旺, 李肖伦. 湿陷性黄土地区客运专线路基沉降观测分析[J]. 岩土力学, 2010, 21(1): 233-236. (XU Xing-wang, LI Xiao-lun. An observation and analysis of passenger dedicated line subgrade in collapsible loess zone[J]. Rock and Soil Mechanics, 2010, 21(1): 233-236. (in Chinese))
|
[3] |
廖卫红, 王军保. MMF模型在地基沉降预测中的应用研究[J]. 地下空间与工程学报, 2011, 7(4): 807-811. (LIAO Wei-hong, WANG Jun-bao. Study on application of mmf model to prediction of foundation settlement[J]. Chinese Journal of Underground Space and Engineering. 2011, 7(4): 807-811. (in Chinese))
|
[4] |
陈善雄, 王星运, 许锡昌, 等. 路基沉降预测的三点修正指数曲线法[J]. 岩土力学, 2011, 32(11): 3355-3360. (CHEN Shan-xiong, WANG Xing-yun, XU Xi-chang, et. Three-point modified exponential curve method for predicting subgrade settlements[J]. Rock and Soil Mechanics. 2011, 32(11): 3355-3360. (in Chinese))
|
[5] |
李 懿, 王连俊, 栾光日, 等. 高速铁路站场咽喉区复合地基的工程特性研究[J]. 铁道学报, 2014, 36(12): 93-95. (LI Yi, WANG Lian-jun, LUAN Guang-ri, et al. Research on consolidation characteristics of composite foundation in the throat area of high-speed railway station[J]. Journal of the China Rail Way Society, 2014, 36(12): 93-95. (in Chinese))
|
[6] |
吴立坚, 郑甲佳, 邓 捷. 高液限土路基的沉降变形规律[J]. 岩土力学, 2013, 34(增刊2): 351-355. (WU Li-jian, ZHENG Jia-jia, DENG Jie. Settlement law of high liquid limit soil embankment[J]. Rock and Soil Mechanics, 2013, 34(S2): 351-355. (in Chinese))
|
[7] |
吴丽君. 高速铁路非饱和土固结压缩特性及地基加固技术研究[D]. 成都: 西南交通大学, 2011. (WU Li-jun. Study on compressibility and consolidation of unsaturated soil and reinforced technique on high-speed railway[D]. Chengdu: Southwest Jiaotong University, 2011. (in Chinese))
|
[8] |
杨代泉, 沈珠江. 非饱和土一维固结简化计算[J]. 岩土工程学报, 1991(5): 70-78. (YANG Dai-quan, SHEN Zhu-jiang. Simplified computation of 1D consolidation for partially saturated soil[J]. Rock and Soil Mechanics, 1991(5): 70-78. (in Chinese))
|
[9] |
秦爱芳, 阳柳平, 孙德安, 等. 两种边界条件下非饱和土一维固结特性分析[J]. 上海大学学报(自然科学版), 2011, 17(3): 314-319. (QIN Ai-fang, YANG Liu-ping, SUN De-an, et al. One-dimensional consolidation behavior of unsaturated soils under two boundary conditions[J]. Journal of Shanghai University (natural science), 2011, 17(3): 314-319. (in Chinese))
|
[10] |
陈正汉, 谢定义, 刘祖典. 非饱和土固结的混合物理论(I)[J].应用数学和力学, 1993(2): 127-137. (CHEN Zheng-han, XIE Ding-yi, LIU Zu-dian. Consolidation theory of unsaturated soil based on the theory of mixture(I)[J]. Applied Mathematics and Mechanics, 1993(2): 127-137. (in Chinese))
|
[11] |
陈正汉, 谢定义, 刘祖典. 非饱和土固结的混合物理论(Ⅱ)[J]. 应用数学和力学, 1993, 14(8): 687-698. (CHEN Zheng-han, XIE Ding-yi, LIU Zu-dian. Consolidation theory of unsaturated soil based on the theory of mixture (Ⅱ)[J]. Applied Mathematics and Mechanics, 1993, 14(8): 687-698. (in Chinese))
|
[12] |
殷宗泽, 凌 华. 非饱和土一维固结简化计算[J]. 岩土工程学报, 2007, 29(5): 18-21. (YIN Zong-ze, LING Hua. Simplified computation of 1D consolidation for partially saturated soil[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(5): 18-21. (in Chinese)))
|
[13] |
邹祖银, 蒋关鲁, 朱占元. 基于离心机模型试验的非饱和土地基沉降特征分析[J]. 防灾减灾工程学报, 2014(1): 67-72. (ZOU Zu-yin, JIANG Guan-lu, ZHU Zhan-yuan. Analysis of Unsaturated soil foundation settlement characteristics based on Centrifuge model test[J]. Journal of Disaster Prevention and Mitigation Engineering, 2014(1): 67-72. (in Chinese))
|
[14] |
梅国雄, 宰金珉, 赵维炳, 等. 地基沉降-时间曲线型态的证明及其应用[J]. 土木工程学报2005, 38(6): 69-72. (MEI Guo-xiong, ZAI Jin-min, ZHAO Wei-bing, et al. Proof and application of s-shape settlement time curve for linear or nearly linear loadings[J]. China Civil Engineering Journal, 2005, 38(6): 69-72. (in Chinese))
|
[15] |
宰金珉, 梅国雄.全过程的沉降量预测方法研究[J]. 岩土力学2000, 21(4): 322-32. (ZAI Jin-min, MEI Guo-xiong. Forecast method of settlement during the complete process of construction and operation[J]. Rock and Soil Mechanics, 2000, 21(4): 322-32. (in Chinese)))
|
[16] |
赵明华, 龙 照, 邹新军. 路基沉降预测的Usher模型应用研究[J]. 岩土力学, 2008, 29(11): 2973-2977. (ZHAO Ming-hua, LONG Zhao, ZOU Xin-jun. Prediction of roadbed settlement by Usher model[J]. Rock and Soil Mechanics, 2008, 29(11): 2973-2981. (in Chinese))
|
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