Journal of Jilin University(Earth Science Edition) ›› 2021, Vol. 51 ›› Issue (5): 1551-1559.doi: 10.13278/j.cnki.jjuese.20210041
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Sang Songkui1,2, Wang Yonghong1, Zhang Mingyi1, Kong Liang3, Wu Wenbing4, Chen Zhixiong5, Li Zhaolong6, Zhang Qijun7
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[1] 张明义. 层状地基上静力压入桩的沉桩过程及承载力的试验研究[D]. 重庆:重庆大学, 2001. Zhang Mingyi. Experimental Study on Pile Sinking Process and Bearing Capacity of Statically Pressed Piles on Layered Foundation[D]. Chongqing:Chongqing University, 2001. [2] Murthy D S, Robinson R G, Rajagopal K. Formation of Soil Plug in Open-Ended Pipe Piles in Sandy Soils[J]. International Journal of Geotechnical Engineering, 2021, 15(5):519-529. [3] 张明义, 刘雪颖, 王永洪, 等. 粉土及粉质黏土对静压沉桩桩端阻力影响机制现场试验[J]. 吉林大学学报(地球科学版), 2020, 50(6):1804-1813. Zhang Mingyi, Liu Xueying, Wang Yonghong, et al. Field Test on Influencing Mechanism of Sility Soil and Sility Clay on Tip Resistance of Static Pressure Pile[J]. Journal of Jilin University (Earth Science Edition), 2020, 50(6):1804-1813. [4] Poulos H G. Pile Foundation Analysis and Design[M]. New York:John Wiley & Sons, 1980:6-9. [5] 高子坤, 施建勇. 饱和黏土中沉桩挤土形成超静孔压分布理论解答研究[J]. 岩土工程学报, 2013, 35(6):1109-1114. Gao Zikun, Shi Jianyong. Theoretical Solutions of Distribution of Excess Pore Water Pressure Distribution in Sinking Soil in Saturated Clay[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(6):1109-1114. [6] Hunt C E, Pestana J M, Bray J D, et al. Effect of Pile Installation on Static and Dynamic Properties of Soft Clays[M]. Denver:Innovations and Applications in Geotechnical Site Characterization, 2000:199-212. [7] 王育兴, 孙钧. 打桩施工对周围土性及孔隙水压力的影响[J]. 岩石力学与工程学报, 2004, 23(1):153-158. Wang Yuxing, Sun Jun. Influence of Pile Driving on Properties of Soils Around Pile and Pore Water Pressure[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(1):153-158. [8] 张亚国, 李镜培.静压沉桩引起的土体应力与孔压分布特征[J]. 上海交通大学学报, 2018, 52(12):1587-1593. Zhang Yaguo, Li Jingpei. Distribution Characteristics of Stress and Pore Pressure Induced by Pile Jacking[J]. Journal of Shanghai Jiaotong University, 2018, 52(12):1587-1593. [9] Azzouz A S, Morrison M J. Field Measurements on Model Pile in Two Clay Deposits[J]. Journal of Geotechnical Engineering, 1988, 114(1):104-121. [10] 李林, 李镜培, 孙德安, 等. 考虑天然黏土应力各向异性的静压沉桩效应研究[J]. 岩石力学与工程学报, 2016, 35(5):1055-1064. Li Lin, Li Jingpei, Sun De'an, et al.Pile Jacking-in Effects Considering Stress Anisotropy of Natural Clay[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(5):1055-1064. [11] 李镜培, 李林, 孙德安, 等. 基于CPTU测试的K0固结黏土中静压桩时变承载力研究[J]. 岩土工程学报, 2017, 39(2):193-200. Li Jingpei, Li Lin, Sun De'an, et al. Time-Dependent Bearing Capacity of Jacked Piles in K0 Consolidated Clay Based on CPTU Tests[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(2):193-200. [12] 赵明华, 占鑫杰, 邹新军, 等. 饱和软黏土中沉桩后桩周土体固结分析[J]. 工程力学, 2012, 29(10):91-97. Zhao Minghua, Zhan Xinjie, Zou Xinjun, et al. Consolidation Analysis Around a Driven Pile in Saturated Clay[J]. Engineering Mechanics, 2012, 29(10):91-97. [13] 李镜培, 方睿, 李林. 考虑土体三维强度特性的静压桩周超孔压解析及演变[J]. 岩石力学与工程学报, 2016, 35(4):847-855. Li Jingpei, Fang Rui, Li Lin. Variation of Excess Pore Pressure Around Jacked Piles Considering the Three-Dimensional Strength of Soil[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(4):847-855. [14] 李镜培, 周攀, 李亮, 等.饱和结构性黄土不排水柱孔扩张问题弹塑性解[J]. 同济大学学报(自然科学版), 2021, 49(2):163-172. Li Jingpei, Zhou Pan, Li Liang, et al. Elastic-Plastic Solution for Undrained Expansion of Cylindrical Cavity in Saturated Structured Loess[J]. Journal of Tongji University (Natural Science), 2021, 49(2):163-172. [15] 郑金辉, 齐昌广, 王新泉, 等.考虑砂土颗粒破碎的柱孔扩张问题弹塑性分析[J]. 岩土工程学报, 2019, 41(11):2156-2164. Zheng Jinhui, Qi Changguang, Wang Xinquan, et al. Elasto-Plastic Analysis of Cylindrical Cavity Expansion Considering Particle Breakage of Sand[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(11):2156-2164. [16] 李钰, 蔡超君.静压沉桩及锤击沉桩对饱和砂土中超孔隙水压力的影响[J]. 科学技术与工程, 2015, 15(35):228-232. Li Yu, Cai Chaojun. The Influence of Static Pressure Pile and Hammer Pile Construction on the Excess Pore Pressure in Saturated Sand[J]. Science Technology and Engineering, 2015, 15(35):228-232. [17] 李雨浓, Barry M Lehane, 刘清秉.黏土中静压沉桩离心模型[J]. 工程科学学报, 2018, 40(3):285-292. Li Yunong, Barry M Lehane, Liu Qingbing. Centrifuge Modeling of Jacked Pile in Clay[J]. Journal of Engineering Science, 2018, 40(3):285-292. [18] Hwang J H, Liang N, Chen C S. Ground Response During Pile Driving[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2001, 127(11):939-949. [19] 唐世栋, 何连生, 傅纵. 软土地基中单桩施工引起的超孔隙水压力[J]. 岩土力学, 2002, 23(6):725-729. Tang Shidong, He Liansheng, Fu Zong. Excess Pore Water Pressure Caused by an Installing Pile in Soft Foundation[J]. Rock and Soil Mechanics, 2002, 23(6):725-729. [20] 张忠苗, 谢志专, 刘俊伟, 等. 粉土与淤质互层土中管桩压入过程孔隙水压力试验研究[J]. 岩土工程学报, 2010, 32(增刊2):533-536. Zhang Zhongmiao, Xie Zhizhuan, Liu Junwei, et al. Experimental Study on Pore Pressure During Pile Driving in Silty Soil with Mucky Soil Interbed[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(Sup. 2):533-536. [21] 鹿群, 张建新, 刘寒鹏. 考虑施工方向影响的静压桩挤土效应观测与分析[J]. 土木工程学报, 2011, 44(增刊2):102-105. Lu Qun, Zhang Jianxin, Liu Hanpeng. A Case History and Its Analysis About Squeezing Effects of Jacked Piles Considering Construction Direction[J]. China Civil Engineering Journal, 2011, 44(Sup. 2):102-105. [22] Bond A J, Jardine R J. Shaft Capacity of Displacement Piles in High OCR Clay[J]. Geotechnique, 1995, 45(1):3-23. [23] 张忠苗, 谢志专, 刘俊伟, 等. 淤质与粉质互层土中管桩沉桩过程的土压力[J]. 浙江大学学报(工学版), 2011, 45(8):1430-1434. Zhang Zhongmiao, Xie Zhizhuan, Liu Junwei, et al. The Earth Pressure During Pile Driving in Silty with Mucky Soil Interbed[J]. Journal of Zhejiang University (Engineering Science), 2011, 45(8):1430-1434. [24] 朱向荣, 何耀辉, 徐崇峰, 等. 饱和软土单桩沉桩超孔隙水压力分析[J]. 岩石力学与工程学报, 2005, 24(增刊2):5740-5744. Zhu Xiangrong, He Yaohui, Xu Chongfeng, et al. Excess Pore Water Pressure Caused by Single Pile Driving on Saturated Soft Soil[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(Sup. 2):5740-5744. |
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