Citation: | ZHANG Xin, YUE Jin-chao, LIU Ming-liang, LIU Han-dong. Uplifting behavior and bearing capacity of plate anchors in sand[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(9): 1734-1739. |
[1] |
ILAMPARUTHI K, DICKIN E A, MUTHUKRISNAIAH K. Experimental investigation of the uplift behaviour of circular plate anchors embedded in sand [J]. Canadian Geotechnical Journal, 2002, 39(3): 648–64.
|
[2] |
刘 嘉, 王 栋. 正常固结黏土中平板锚基础的吸力和抗拉力[J]. 岩土力学, 2009, 30(3): 735–740. (LIU Jia, WANG Dong. Tension resistance and suction of plate anchor foundation in normally consolidated clay[J]. Rock and Soil Mechanics, 2009, 30(3): 735–740. (in Chinese))
|
[3] |
MEYERHOF G G, ADAMS J I. The ultimate uplift capacity of foundations[J]. Canadian Geotechnical Journal, 1968, 5(4): 225–244.
|
[4] |
CHATTOPADHYAY B C, PISE P J. Breakout resistance of horizontal anchors in sand[J]. Soils and Foundations, 1986, 26(4): 16–22.
|
[5] |
SAEEDY H S. Stability of circular vertical anchors[J]. Canadian Geotechnical Journal, 1987, 24(3): 452–456.
|
[6] |
MURRAY E J, GEDDES J D. Uplift of anchor plates in sand[J]. Journal of Geotechnical Engineering, 1987, 113(3): 202–215.
|
[7] |
GHALY A, HANNA A. Ultimate pullout resistance of single vertical anchors[J]. Canadian Geotechnical Journal, 1994, 31(5): 661–672.
|
[8] |
何思明. 抗拔锚板基础承载力研究[J]. 地下空间, 2002, 22(2): 145–148. (HE Si-ming. Study on bearing capacity of uplift anchor foundation[J]. Underground Space, 2002, 22(2): 145–148. (in Chinese))
|
[9] |
MERIFIELD R S, LYAMIN A V, SLOAN S W. Three- dimensional lower-bound solutions for the stability of plate anchors in sand[J]. Géotechnique, 2006, 56(2): 123–132.
|
[10] |
KUMAR J, KOUZER K M. Vertical uplift capacity of horizontal anchors using upper bound limit analysis and finite elements[J]. Canadian Geotechnical Journal, 2008, 45(5): 698–704.
|
[11] |
刘文白, 周 健. 扩底桩的上拔试验及其颗粒流数值模拟[J]. 岩土力学, 2004, 25(增刊2): 201–6. (LIU Wen-bai, ZHOU Jian. Prototype tests and particle flow numerical simulation of under-reamed piles on uplift loading[J]. Rock and Soil Mechanics, 2004, 25(S2): 201–206. (in Chinese))
|
[12] |
WANG D, HU Y X, JIN X. Two-dimensional large deformation finite element analysis for the pulling-up of plate anchor[J]. China Ocean Engineering, 2006, 20(2): 269–278.
|
[13] |
JUN L, LILING W, YU XIA H. Pullout capacity of circular plate anchors in NC clay [J]. Journal of Dalian University of Technology, 2006, 46(05): 712–719.
|
[14] |
于 龙, 刘 君, 孔宪京. 锚板在正常固结黏土中的承载力[J]. 岩土力学, 2007, 28(7): 1427–1434. (YU Long, LIU Jun, KONG Xian-jing. Stability of plate anchors in NC clay[J]. Rock and Soil Mechanics, 2007, 28(7): 1427–1434. (in Chinese))
|
[15] |
BOLTON M D. Strength and dilatancy of sands[J]. Géotechnique, 1986, 36(1): 65–78.
|
[16] |
ADAMS J I, HAYES D C. Uplift capacity of shallow foundations[J]. Ontario Hydro Research Quarterly, 1967, 19(1): 1–13.
|
[17] |
SUTHERLAND H B. Uplift resistance of soils[J]. Géotechnique, 1988, 38(4): 493–516.
|
[18] |
FADL M O. The behavior of plate anchors in sand[D]. Glasgow: University of Glasgow, 1981.
|
[19] |
OVESEN N K. Centrifuge tests of the uplift capacity of anchors[M]// Proceedings of the International Conference on Soil Mechanics and Foundation Engineering. Rotterdam, Neth; A. A. Balkema. 1981: 717–722.
|
[20] |
BAKER W H, KONDNER R L. Pullout load capacity of circular earth anchor buried in sand[J]. National Research Council-Highway Research Board-Highway Research Record, 1966(108): 1–10.
|
[1] | ZHU Wei-jie, ZHEN Liang, XU Wen-yun, LI Xiao-jun. Evolution laws of internal forces in rectangular pipe jacking tunnels with large section and shallow soil[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 130-133. DOI: 10.11779/CJGE2022S2028 |
[2] | SUN Yan-peng, LING Yong-yu, LIN Xing-chao, ZHAO Yu-fei, AN Xin-zan, YIN Tao. Experimental study on internal monitoring structure of a new prestressed anchor cable[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 226-230. DOI: 10.11779/CJGE2020S2040 |
[3] | HUANG Qi-huan, WANG Qing-qing, HE Ning, WANG Yi-an, ZHOU Yan-zhang. Monitoring time-series settlements of breakwaters based on PSI[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(4): 761-768. DOI: 10.11779/CJGE201904021 |
[4] | ZHANG Qin-xi, LIU Xin. Monitoring study on anchor tension of deep excavation engineering of Wangjing A1-C-4 Project[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 466-470. DOI: 10.11779/CJGE2014S2081 |
[5] | LI Yuan-xun, ZHU Yan-peng, YE Shuai-hua. Dewatering and monitoring analysis of a deep foundation pit in Lanzhou[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 279-283. DOI: 10.11779/CJGE2014S2049 |
[6] | XIANG Yan. Influence of temperature stress on internal force and deformation of retaining structures for deep excavations[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 64-69. DOI: 10.11779/CJGE2014S2011 |
[7] | REN Yong-zhong, ZHU Yan-peng, ZHOU Yong. Design and monitoring of bracings for a deep foundation pit in Lanzhou[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 705-710. |
[8] | MO Li, WANG Xian-neng. Design and monitoring of bracings for deep excavation of Hanguo Commercial Center in Shenzhen[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 682-686. |
[9] | CHEN Zhi-fu, CHEN De-li, YANG Jian-xue. Application of three-dimensional laser scanning technique in deformation monitoring of excavations[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 557-559. |
[10] | AN Guanfeng, SONG Erxiang. The analysis of excavation monitoring for the Pazhouta subway station in Guangzhou[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(3): 333-337. |