Citation: | XU Guang-ming, REN Guo-feng, GU Xing-wen, CHEN Ai-zhong, LI Le-chen. Experimental study on lateral pile-soil pressure on passive part of pile groups in innovative sheet-pile wharf[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(3): 502-511. DOI: 10.11779/CJGE201803014 |
[1] |
刘永绣. 板桩式岸壁结构的设计理论与方法[M]. 北京: 人民交通出版社股份有限公司, 2014: 1-20.
(LIU Yong-xiu.Design theories and methods for sheet-pile bulkhead[M]. Beijing: China Communications Press Co., Ltd., 2014: 1-303. (in Chinese)) |
[2] |
De BEER E E. Piles subjected to static lateral loads, State-of the Art Report[C]// Proc 9th ICSMFE. Tokyo, 1977: 1-14.
|
[3] |
JTG D60—2015公路桥涵设计通用规范[S]. 北京: 2015.
(JTG D60—2015 General specification for design of highway bridges and culverts[S]. 2015. (in Chinese)) |
[4] |
POULOUS H G.Design of reinforcing piles to increase slope stability[J]. Canadian Geotechnical Journal, 1995, 32: 808-818.
|
[5] |
李仁平. 软土地基中被动桩与土体的相互作用及其工程应用[D]. 杭州: 浙江大学, 2001.
(LI Ren-ping.The behavior of passive pile against soil lateral movement and its applications[D]. Hangzhou: Zhejiang University, 2001. (in Chinese)) |
[6] |
ITO T, MATSUI T.Methods to estimate lateral force acting on stabilizing piles[J]. Soil and Foundations, 1975, 15(4): 43-59.
|
[7] |
MATSUI T, HONG W P, ITO M.Earth pressure on piles in a row due to lateral soil movements[J]. Soils and Foundations, 1982, 22(2): 71-81.
|
[8] |
沈珠江. 桩的抗滑阻力和抗滑桩的极限设计[J]. 岩土工程学报, 1992, 14(1): 51-56.
(SHEN Zhu-jiang.Lateral resistance of piles and limit design of stabilizing piles[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(1): 51-56. (in Chinese)) |
[9] |
BROMS B B.Lateral resistance of piles in cohesionless soils[J]. Journal of the Soil Mechanics and Foundations Division, ASCE, 1964, 90(SM3): 123-156.
|
[10] |
徐光明, 蔡正银, 曾友金, 等. 一种新型板桩码头结构的离心模拟[J]. 岩土力学, 2010, 31(增刊1): 48-52.
(XU Guang-ming, CAI Zheng-yin, ZENG You-jin, et al.Centrifuge modeling for an innovative sheet-pile bulkhead of diaphragm[J]. Rock and Soil Mechanics, 2010, 31(S1): 48-52. (in Chinese)) |
[11] |
徐光明, 李士林. 板桩码头中群桩基础联接型式的试验研究[J]. 岩石力学与工程学报, 2016(增刊1): 3365-3371.
(XU Guang-ming, LI Shi-lin.Experimental study of head fixity conditions of pile group in sheet-pile bulkhead[J]. Chinese Journal of Rock Mechanics and Engineering, 2016(S1): 3365-3371. (in Chinese)) |
[12] |
徐光明, 刘阳, 任国峰, 等. 20万吨级卸荷式板桩码头离心模型试验研究[J]. 岩土工程学报, 2018, 40(1): 46-53.
(XU Guang-ming, LIU Yang, REN Guo-feng, et al.Centrifuge modeling of 200,000 tonnage sheet-pile wharfs with relief platform[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(1): 46-53. (in Chinese)) |
[13] |
徐光明, 陈爱忠, 曾友金, 等. 超重力场中界面土压力的测量[J]. 岩土力学, 2007, 28(12): 2671-2674.
(XU Guang-ming, CHEN Ai-zhong, ZENG You-jin, et al.Measurement of boundary total stress in a multi-gravity environment[J]. Rock and Soil Mechanics, 2007, 28(12): 2671-2674. (in Chinese)) |
[14] |
TSINKER G P.Handbook of port and harbor engineering:geotechnical and structural aspects[M]. Springer US:ITP International Thomson Publishing,Chapman and Hall Press,1997: 397-508.
|
[15] |
钱家欢. 土力学[M]. 南京: 河海大学出版社, 1988: 129-162.
(QIAN Jia-huan.Soil mechanics[M]. Nanjing: Hohai University Press, 1988: 129-162. (in Chinese)) |
[16] |
徐光明, 李士林, 刘永绣, 等. 板桩码头结构中桩体作用宽度试验研究[J]. 长江科学院院报, 2012, 29(1): 85-90.
(XU Guang-ming, LI Shi-lin, LIU Yong-xiu, et al.Experimental investigation of equivalent breadth of pile in sheet-pile bulkhead[J]. Journal of Yangtze River Scientific Institute, 2012, 29(1): 85-90. (in Chinese)) |
[1] | ZHANG Hao, SHI Ming-lei, GUO Yuan-cheng, LIU Wei-zheng. Lateral mechanical behaviors of structural piles adjacent to imbalanced surcharge loads[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(12): 2226-2236. DOI: 10.11779/CJGE201612011 |
[2] | ZHU Ming-xing, GONG Wei-ming, HE Xiao-yuan, XU Guo-ping. Semi-analytical solution to deformation and internal force of passive piles under surcharge loads considering soil arching effect[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(11): 1997-2008. |
[3] | ZHENG Jun-jie, ZHANG Rong-jun, PAN Yu-tao, CUI Lan. Analytic method for passive piles considering excavation-induced unloading effects and deformation coupling effect[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 606-614. |
[4] | LI Zhi-wei, HOU Wei-sheng, YE Ai-li, CHEN Ke-shuai, TANG Yong. Displacement control effect of passive zone improvement at excavation section of deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 621-627. |
[5] | LIANG Fa-yun, ZHANG Hao. Variational solution of single passive pile subjected to lateral soil movement induced by adjacent excavation[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 19-23. |
[6] | LIANG Fa-yun, LI Yan-chu. Numerical analysis for effects of lateral soil movement on adjacent piles[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 399-403. |
[7] | LI Zhong-cheng, LIANG Zhi-rong. Soil arching effect and calculation model for soil pressures of passive piles[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 106-111. |
[8] | HUANG Maosong, ZHANG Chenrong, LI Zao. Lateral response of passive pile groups due to excavation-induced soil movement in stratified soils[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(7): 1017-1023. |
[9] | ZHOU Jian, QI Bin, ZENG Qingyou. Model tests and PFC2D numerical analysis on laterally loaded passive piles[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(10): 1449-1454. |
[10] | LI Zao, HUANG Maosong. Analysis of settlement and internal forces of group pile due to tunneling[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(3): 398-402. |