参考文献/References:
[1] Rajashree S S, Sitharam T G. Nonlinear finite-element modeling of batter piles under lateral load[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2001, 127(7): 604-612. DOI:10.1061/(asce)1090-0241(2001)127:7(604).
[2] 孙曦源, 栾茂田, 唐小微. 饱和软黏土地基中桶形基础水平承载力研究[J]. 岩土力学, 2010, 31(2): 667-672. DOI:10.3969/j.issn.1000-7598.2010.02.056.
Sun Xiyuan, Luan Maotian, Tang Xiaowei. Study of horizontal bearing capacity of bucket foundation on saturated soft clay ground[J]. Rock and Soil Mechanics, 2010, 31(2): 667-672. DOI:10.3969/j.issn.1000-7598.2010.02.056. (in Chinese)
[3] 刘锟,赵春风,王建华.软土地基桶形基础室内模型试验研究[J].地下空间与工程学报,2010,6(3):477-480. DOI:10.3969/j.issn.1673-0836.2010.03.008.
Liu Kun, Zhao Chunfeng, Wang Jianhua. Model test study of bucket foundation on soft clay strata[J]. Chinese Journal of Underground Space and Engineering, 2010, 6(3): 477-480. DOI:10.3969/j.issn.1673-0836.2010.03.008. (in Chinese)
[4] 黎冰, 高玉峰, 沙成明, 等. 砂土中吸力式沉箱基础的最大承载力计算方法[J]. 东南大学学报(自然科学版), 2012, 42(6): 1201-1205. DOI:10.3969/j.issn.1001-0505.2012.06.032.
Li Bing, Gao Yufeng, Sha Chengming, et al. Calculation method for maximum bearing capacity of suction caisson foundation in sand[J]. Journal of Southeast University(Natural Science Edition), 2012, 42(6): 1201-1205. DOI:10.3969/j.issn.1001-0505.2012.06.032. (in Chinese)
[5] Aubeny C P, Han S W, Murff J D. Inclined load capacity of suction caissons[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2003, 27(14): 1235-1254. DOI:10.1002/nag.319.
[6] Aubeny C P, Murff J D, Moon S K. Lateral undrained resistance of suction caisson anchors[J].International Journal of Offshore and Polar Engineering, 2001, 11(3):211-219.
[7] McClelland B, Focht J A. Soil modulus of laterally loaded piles[J]. Transactions of the American Society of Civil Engineers, 1958, 123:1049-1063.
[8] 张永涛,杨炎华,黎冰,等. 桥梁吸力式沉箱基础承载特性试验研究[J]. 岩土工程学报,2015,37(1):177-182.
Zhang Yongtao, Yang Yanhua, Li Bing, et al. Model tests on bearing performance of suction caisson foundation for bridges[J]. Chinese Journal of Geotechnical Engineering 2015, 37(1):177-182.
[9] Reese L C, Koop F D. Analysis of laterally loaded piles in sand[C]//Offshore Technology in Civil Engineering Hall of Fame Papers from the Early Years. Dallas, TX, USA, 1974: 95-105. DOI:10.4043/2080-ms.
[10] Dunnavant T W, ONeill M W. Experimental p-y model for submerged, stiff clay[J]. Journal of Geotechnical Engineering, 1989, 115(1): 95-114. DOI:10.1061/(asce)0733-9410(1989)115:1(95).
[11] Gabr M A, Lunne T, Powell J J. P-y analysis of laterally loaded piles in clay using DMT[J]. Journal of Geotechnical Engineering, 1994, 120(5): 816-837. DOI:10.1061/(asce)0733-9410(1994)120:5(816).
[12] Rollins K M, Hales L J, Ashford S A, et al. P-y curves for large diameter shafts in liquefied sand from blast liquefaction tests[J]. Seismic Performance and Simulation of Pile Foundations in Liquefied and Laterally Spreading Ground, 2006, 2:11-23. DOI:10.1061/40822(184)2.
[13] Tokimatsu K, Suzuki H. Pore water pressure response around pile and its effects on p-y behavior during soil liquefaction[J]. Soils and Foundations, 2004, 44(6): 101-110. DOI:10.3208/sandf.44.6-101.
[14] 凌道盛,任 涛,王云岗.砂土地基斜桩水平承载特性p-y曲线法[J].岩土力学,2013,34(1): 155-162.
Ling Daosheng, Ren Tao, Wang Yungang. A p-y curve method for horizontal bearing characteristics of single batter pile in sands [J]. Rock and Soil Mechanics, 2013, 34(1): 155-162.(in Chinese)
[15] 孙冬梅.长期水平荷载作用下吸力式沉箱基础承载性能试验研究[D].南京:东南大学土木工程学院,2015.
[16] 李旭.长期水平荷载作用下沉井基础的变位特性研究[D].南京:东南大学土木工程学院,2015.
相似文献/References:
[1]黎冰,等.砂土中吸力式沉箱基础的最大承载力计算方法[J].东南大学学报(自然科学版),2012,42(6):1201.[doi:10.3969/j.issn.1001-0505.2012.06.032]
Li Bing,Gao Yufeng,et al.Calculation method for maximum bearing capacity of suction caisson foundation in sand[J].Journal of Southeast University (Natural Science Edition),2012,42(4):1201.[doi:10.3969/j.issn.1001-0505.2012.06.032]
[2]朱文波,戴国亮,龚维明,等.基于Meyerhof机构的吸力式沉箱基础抗拔承载力极限分析上限解[J].东南大学学报(自然科学版),2018,48(5):828.[doi:10.3969/j.issn.1001-0505.2018.05.008]
Zhu Wenbo,Dai Guoliang,Gong Weiming,et al.Upper bound solution of limit analysis of uplift bearing capacity of suction caisson foundation based on Meyerhof mechanism[J].Journal of Southeast University (Natural Science Edition),2018,48(4):828.[doi:10.3969/j.issn.1001-0505.2018.05.008]