[1] |
刘金砺, 高文生, 邱明兵. 建筑桩基技术规范应用手册[M]. 北京: 中国建筑工业出版社, 2010. (LIU Jin-li, GAO Wen-sheng, QIU Ming-bing. Application handbook for building pile foundation technical standard[M]. Beijing: China Archetecture and Building Press, 2010. (in Chinese))
|
[2] |
BJERRUM L, JOHANNESSEN I J, EIDE O. Reduction of negative skin friction on steel piles to rock[C]// Proceedings 7th International Conference on Soil Mechanics and Foundation Engineering. Mexico City, 1969: 27-34.
|
[3] |
FELLENIUS B H. Downdrag on long piles in clay due to negative skin friction[J]. Canadian Geotechnical Journal, 1972, 9(4): 323-337.
|
[4] |
FELLENIUS B H. Negative skin friction and settlement of piles[C]// Proceedings of the Second International Seminar, Pile Foundations, Nanyang Technological Institute. Singapore, 1984: 1-12.
|
[5] |
POULOS H G, DAVIS E H. Pile foundation analysis and design[M]. New York: Wiley, 1980.
|
[6] |
JGJ94—2008 建筑桩基技术规范[S]. 北京: 中国建筑工业出版社, 2008. (JGJ94—2008 Technical code for building pile foundations[S]. Beijing: China Archetecture and Building Press, 2008. (in Chinese))
|
[7] |
American Association of State Highway and Transportation Officials(AASHTO). LRFD bridge design specifications[S]. 3rd ed. Washington D C, 2004.
|
[8] |
黄 挺, 龚维明, 戴国亮, 等. 桩基负摩阻力时间效应试验研究[J]. 岩土力学, 2013, 34(10): 2841-2846. (HUANG Ting, GONG Wei-ming, DAI Guo-liang, et al. Experimental study of time effect of negative skin friction on pile[J]. Rock and Soil Mechanics, 2013, 34(10): 2841-2846. (in Chinese))
|
[9] |
陈仁朋, 周万欢, 曹卫平, 等. 改进的桩土界面荷载传递双曲线模型及其在单桩负摩阻力时间效应研究中的应用[J]. 岩土工程学报, 2007, 29(6): 824-829. (CHEN Ren-peng, ZHOU Wan-huan, CAO Wei-ping, et al. Improved hyperbolic model of load-transfer for pile-soil interface and its application in study of negative friction of single piles considering time effect[J]. Chinexe Journal of Geotechnical Engineering, 2007, 29(6): 824-829. (in Chinese))
|
[10] |
LEE C J, NG C W W. Development of down-drag on piles and pile groups in consolidating soil[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2004, 130(9): 905-914.
|
[11] |
JEONG S, LEE J, LEE C J. Slip effect at the pile-soil interface on dragload[J]. Computer and Geotechnics, 2004, 31: 115-126.
|
[12] |
SUN T K, YAN W M. Development of neutral plane on a pile in a consolidating ground[C]// Proceedings of the 2nd International Symposium on Computational Mechanics. Hong Kong, 2010: 1594-1599.
|
[13] |
WONG K S, TEH C I. Negative skin friction on piles in layered soil deposits[J]. Journal of Geotechnical Engineering, 1995, 121(6): 457-465.
|
[14] |
STRAND S R. Liquefaction mitigation using vertical composite drains and liquefaction-induced downdrag on piles: implications for deep foundation design[D]. Utah: Brigham Young University, 2008.
|
[15] |
STRINGER M E, MADABHUSHI S. Re-mobilization of pile shaft friction after an earthquake[J]. Canadian Geotechnical Journal, 2013, 50(9): 979-988.
|
[16] |
FELLENIUS B H, SIEGEL T C. Pile drag load and downdrag in a liquefaction event[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2008, 134(9): 1412-1416.
|
[17] |
BOULANGER R W, BRANDENBERG S J. Neutral plane solution for liquefaction-induced downdrag on vertical piles[C]// Proceedings ASCE Geo-Trans Conference. California, 2004: 27-31.
|
[18] |
SIMO J C, HUGHES T J R. Computational Inelasticity[M]. Springer: Berlin Heidelberg, 1998.
|
[19] |
MCKENNA F, FENVES G L. Open Sees Manual[EB/OL]. PEER Center, 2001, http: //OpenSees.berkeley.edu.
|
[20] |
REESE L C, O'NEILL M W. Drilled shafts: construction procedures and design methods[R]. Virginia: U.S. Department of Transportation, Federal Highway Administration, Office of Implementation, 1988.
|
[21] |
MOSHER R L. Load transfer criteria for numerical analysis of axial loaded piles in sand[R]. Mississippi: US Army Engineering Waterways Experimental Station, Automatic Data Processing Center, 1984.
|
[22] |
VIJAYVERGIYA V N. Load-movement characteristics of piles[C]// Proceedings Ports 77 Conference. California: American Society of Civil Engineers, 1977.
|
[23] |
SEED H B, PHILIPPE P M, LYSMER J. The generation and dissipation of pore water pressures during soil liquefaction[R]. California: Report, EERC-75-26, Berkeley, 1975.
|
[24] |
SHAHIR H, PAK A, TAIEBAT M, JEREMIC B. Evaluation of variation of permeability in liquefiable soil under earthquake loading[J]. Computers and Geotechnics, 2012, 40: 74-88.
|
[25] |
LAM S Y, NG C W W, LEUNG C F, et al. Centrifuge and numerical modeling of axial load effects on piles in consolidating ground[J]. Canadian Geotechical Journal, 2009, 46(1): 10-24.
|
[26] |
LADD C C. Stability evaluation during staged construction[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1991, 117(4): 540-615.
|