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[1]郎瑞卿,闫澍旺,孙立强,等.考虑水平摩阻力和大变形的刚性桩网复合地基桩土应力比计算方法[J].天津大学学报(自然科学版),2018,(10):1086-1095.[doi:10.11784/tdxbz201711049]
 Lang Ruiqing,Yan Shuwang,Sun Liqiang,et al.Calculation of Pile-Soil Stress Ratio of Rigid Pile-Net Composite Foundation Considering the Effect of Horizontal Frictional Resistance and Large Deflection[J].Journal of Tianjin University,2018,(10):1086-1095.[doi:10.11784/tdxbz201711049]
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考虑水平摩阻力和大变形的刚性桩网复合地基桩土应力比计算方法

参考文献/References:

[1] 张福海, 俞仲泉. 平面应变条件下土工格室加筋垫层的变形分析[J]. 岩土力学, 2005(S1):245-247.
Zhang Fuhai, Yu Zhongquan. Analysis of deformation of geocell reinforced mat under plane strain condition[J]. Rock and Soil Mechanics, 2005, 26(S1):245-247(in Chinese).
[2] 赵明华, 张玲, 马缤辉. 基于文克尔假定的土工格室加筋体受力分析[J]. 水利学报, 2018(6):697-702.
Zhao Minghua, Zhang Ling, Ma Binhui. Deformation analysis of geocell reinforcement based on Winkler model[J]. Journal of Hydraulic Engineering, 2018(6):697-702(in Chinese).
[3] 赵明华, 张玲, 曹文贵, 等. 基于弹性地基梁理论的土工格室加筋体变形分析[J]. 岩土力学, 2009, 30(12):3695-3699.
Zhao Minghua, Zhang Ling, Cao Wengui, et al. Deformation analysis of geocell reinforcement based on theory for beam on elastic foundation[J]. Rock and Soil Mechanics, 2009, 30(12):3695-3699(in Chinese).
[4] Zhang Ling, Zhao Minghua, Zou Xiaowei, et al. Analysis of geocell-reinforced mattress with consideration of horizontal-vertical coupling[J]. Computers & Geotechnics, 2010, 37(6):748-756.
[5] 张玲. 双向增强复合地基承载机理及其设计计算理论研究[D]. 长沙:湖南大学土木工程学院, 2012.
Zhang Ling. Working Mechanism of Bidirectional Reinforced Composite Foundation and Its Design Method [D]. Changsha:School of Civil Engineering, Hunan University, 2012(in Chinese).
[6] 马缤辉. 土工格室+碎石桩双向增强复合地基承载特性及沉降计算研究[D]. 长沙:湖南大学土木工程学院, 2011.
Ma Binhui. The Research on Bearing Characteristic and Settlement of Composite Foundation Bidirectionally Reinforced by Stone Columns and Geocell[D]. Changsha:School of Civil Engineering, Hunan University, 2011(in Chinese).
[7] 赵明华, 刘猛, 龙军, 等. 双向增强复合地基土工格室加筋体变形分析[J]. 中国公路学报, 2014, 27(5):97-104.
Zhao Minghua, Liu Meng, Long Jun, et al. Deformation analysis of geocell-reinforcement in bidirectional reinforced composite foundation[J]. China Journal of Highway and Transport, 2014, 27(5):97-104(in Chinese).
[8] 刘猛. “土工格室+碎石桩”复合地基承载特性及变形计算研究[D]. 长沙:湖南大学土木工程学院, 2016.
Liu Meng. The Research on Bearing Characteristic and Settlement of Composite Foundation Bidirectionally Reinforced by Stone Columns and Geocell[D]. Changsha:School of Civil Engineering, Hunan University, 2011(in Chinese).
[9] 饶为国, 江辉煌, 侯庆华. 桩-网复合地基工后沉降的薄板理论解[J]. 水利学报, 2002(4):23-27.
Rao Weiguo, Jiang Huihuang, Hou Qinghua. Deformation of sheet plate due to residual settlement of pile-net composite foundation[J]. Journal of Hydraulic Engineering, 2002(4):23-27(in Chinese).
[10] 郑俊杰, 张军, 马强, 等. 双向增强体复合地基桩土应力比三维分析[J]. 华中科技大学学报:自然科学版, 2010, 38(2):83-86.
Zheng Junjie, Zhang Jun, Ma Qiang, et al. Three dimensional analysis of pile-earth stress ratio of biaxial reinforcement composite foundation[J]. Journal of Huazhong University of Science and Technology:Natural Science Edition, 2010, 38(2):83-86(in Chinese).
[11] 张军, 郑俊杰, 马强. 路堤荷载下双向增强体复合地基受力机理分析[J]. 岩土工程学报, 2010, 28(9):1392-1398.
Zhang Jun, Zheng Junjie, Ma Qiang. Mechanical performance of biaxial reinforcement composite foundation under embankment loads[J]. Chinese Journal of Geotechnical Engineering, 2010, 28(9):1392-1398(in Chinese).
[12] 刘鸿文. 板壳理论[M]. 杭州:浙江大学出版社, 1987:196-197.
Liu Hongwen. Theory of Plates and Shells[M]. Hangzhou:Zhejiang University Press, 1987:196-197(in Chinese).
[13] 闫澍旺, 郎瑞卿, 孙立强, 等. 基于薄板理论的刚性桩网复合地基桩土应力比计算[J]. 岩石力学与工程学报, 2017, 36(8):2051-2060.
Yan Shuwang, Lang Ruiqing, Sun Liqiang, et al. Calculation of pile-soil stress ratio of rigid pile-net composite foundation based on plate theory[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(8):2051-2060(in Chinese).
[14] 赵明华, 贺炜, 曹文贵. 基桩负摩阻力计算方法初探[J]. 岩土力学, 2004, 25(9):1442-1446.
Zhao Minghua, He Wei, Cao Wengui. Study on calculation of negative skin friction resistance on piles[J]. Rock and Soil Mechanics, 2004, 25(9):1442-1446(in Chinese).
[15] 谭慧明, 刘芝平, 丁选明, 等. 加筋褥垫层对PCC桩复合地基承载特性影响足尺试验研究[J]. 岩石力学与工程学报, 2014(12):2531-2538.
Tan Huiming, Liu Zhiping, Ding Xuanming, et al. Full scale model test on effect of reinforced cushion on load transmission behavior of composite foundation of PCC piles[J]. Chinese Journal of Rock Mechanics and Engineering, 2014(12):2531-2538(in Chinese).
[16] Mylonakis G. Winkler modulus for axially loaded piles [J]. Géotechnique, 2001, 51(5):455-461.

备注/Memo

收稿日期: 2017-11-13; 修回日期: 2018-03-21.
作者简介: 郎瑞卿(1991—), 男, 博士研究生, langruiqing@tju.edu.cn.
通讯作者: 闫澍旺, yanshuwang@tju.edu.cn.

更新日期/Last Update: 2018-10-10