| Citation: | Zhu Cai-hui, LI Ning, LIU Ming-zhen, WEI Yi-feng. Spatiotemporal laws of post-construction settlement of loess-filled foundation of Lüliang Airport[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(2): 293-301. |
| [1] |
徐 明,宋二祥. 高填方长期工后沉降研究的综述[J]. 清华大学学报自然科学版, 2009,49(6):770-773. (XU Ming, SONG Er-xiang.
Review of long-term settling of high fills[J]. J Tsinghua Univ (Sci &Tech), 2009, 49(6): 770-773. (in Chinese)) |
| [2] |
崔晓如. 高填方路基沉降变形分析与预测及其控制标准研究[D]. 长沙: 长沙理工大学, 2010.(CUI Xiao-ru.
Analysis of settlement deformation and prediction and its research on the control standards of high-fill embankmen[D]. Changsha: Changsha University of Science and Technology, 2010. (in Chinese)) |
| [3] |
刘萌成,黄晓明,陶向华. 桥台后高填方路堤工后沉降影响因素分析[J]. 交通运输工程学报, 2005,5(3):36-40. (LIU Meng-cheng, HUANG Xiao-ming, TAO Xiang-hua.
Influence factors on post-construction settlement of high backfills adjacent to abutment[J]. Journal of Traffic and Transportation Engineering, 2005, 5(3): 36-40. (in Chinese)) |
| [4] |
孔令伟,袁建新. 强夯后地基土变形模量与承载力的反演计算[J]. 岩土工程学报, 1999,21(2):18-22. (KONG Ling-wei, YUAN Jian-xin.
Back-calculation of modulus of deformation and bearing capacity for foundation after dynamic consolidation[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(2): 18-22. (in Chinese)) |
| [5] |
曹文贵,李 鹏,程 晔. 高填石路堤蠕变本构模型及其参数反演分析与应用[J]. 岩土力学, 2006,27(8):1299-1304. (CAO Wen-gui, LI Peng, CHENG Ye. Study on constitutive model and its parameters back analysis of creep deformation for the high rock fill embankment and their application[J]. Rock and Soil Mechanics, 2006, 27(8)
|
| [6] |
刘奉银,赵 然,谢定义,等. 黄土高填方路堤沉降分析[J]. 长安大学学报自然科学版, 2003,23(6):23-28. (LIU Feng-ying, ZHAO Ran, XIE Ding-yi, et al. Settlement of loess-filled highway embankment[J]. Journal of Chang'an University (Natural Science), 2003, 23(6)
|
| [7] |
刘 宏,李攀峰,张倬元. 九寨黄龙机场高填方地基工后沉降预测[J]. 岩土工程学报, 2005,27(1):90-93. (LIU Hong, LI Pan-feng, ZHANG Zhuo-yuan.
Prediction of the post-construction settlement of the high embankment of JiuzhaiHuanglong airport[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(1): 90-93. (in Chinese)) |
| [8] |
杨 涛,戴济群,李国维. 基于指数法的分级填筑路堤沉降预测方法研究[J]. 土木工程学报, 2005,38(5):92-95. (YANG Tao, DAI Ji-qun, LI Guo-wei.
Settlement prediction of stage-constructed embankment on soft ground using the exponent fitting method[J]. China Civil Engineering Journal, 2005, 38(5): 92-95. (in Chinese)) |
| [9] |
王丽琴,靳宝成,杨有海. 黄土路堤工后沉降预测新模型与方法[J]. 岩石力学与工程学报, 2007,26(11):3282-3286. (WANG Li-qin, JIN Bao-cheng, YANG You-hai.
New model and method for forecasting post-construction settlement of loess-fill embankments[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(11): 3282-3286. (in Chinese)) |
| [10] |
李 涛,张仪萍,张土乔. 软土路基沉降的优性组合预测[J]. 岩石力学与工程学报, 2005,24(18):3282-3286. (LI Tao, ZHANG Yi-ping, ZHANG Tu-qiao.
Superior combination forecasting settlement of soft clay embankments[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(18): 3282-3286. (in Chinese)) |
| [11] |
郑建国,王 婷,张继文. 黄土路基沉降量预测方法的研究[J]. 岩土力学, 2010,31(1):321-326. (ZHENG Jian-guo, WANG Ting, ZHANG Ji-wen.
Study of settlement prediction methods of loess subgrade[J]. Rock and Soil Mechanics, 2010, 31(1): 321-326. (in Chinese)) |
| [12] |
王书锋,邓荣贵,武 君. 康定机场高填方地基工后沉降的BP预测[J]. 路基工程, 2009(3):143-144. (WANG Shu-feng, DENG Rong-gui, WU Jun. The prediction of the post-construction of the high embankment of the Kangding airport using BP method[J]. Subgrade Engineering, 2009(3)
|
| [13] |
匡希龙,邹德强. 基于龚帕斯曲线法的高填方路基工后沉降预测新思路[J]. 公路工程, 2008,33(1):127-134. (KUANG Xi-long, ZOU De-qiang.
A new thought on prediction method for settlement after construction to high embankment based on compertz curve method[J]. Highway Engineering, 2008, 33(1): 127-134. (in Chinese)) |
| [14] |
朱才辉,李 宁,刘俊平. 压实Q3马兰黄土蠕变规律研究[J]. 西安理工大学学报, 2011,27(4):392-399. (ZHU Cai-hui, LI Ning, LIU Jun-ping.
Research on the creep behavior of compacted Q3 Ma-Lan loess[J]. Journal of Xi'an University of Technology, 2011, 27(4): 392-399. (in Chinese)) |
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