[1] CHAN S F, HANNA T H. Repeated loading on single piles in sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1980, 106(ASCE 15222).
[2] POULOS H G. Cyclic axial loading analysis of piles in sand[J]. Journal of Geotechnical Engineering, 1989,115(6):836-852.
[3] TABUCANON J T, AIREY D W, POULOS H G. Pile skin friction in sands from constant normal stiffness tests[J]. Geotechnical Testing Journal, 1995, 18(3):350-364.
[4] 张嘎,张建民.循环荷载作用下粗粒土与结构接触面变形特性的试验研究[J].岩土工程学报,2004,2:254-258. ZHANG Ga, ZHANG Jian-min. Experimental study on cyclic behavior of interface between soil and structure[J]. Chinese Journal of Geotechnical Engineering, 2004, 2:254-258.
[5] 冯大阔,侯文峻,张建民.法向常刚度切向应力控制接触面动力特性试验研究[J].岩土工程学报,2011,33(6):846-852. FENG Da-kuo, HOU Wen-jun, ZHANG Jian-min. Experimental study on cyclic behavior of gravel-structure interface with stress-control mode under constant normal stiffness[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(6):846-852.
[6] 徐肖峰,魏厚振,孟庆山,等.直剪剪切速率对粗粒土强度与变形特性的影响[J].岩土工程学报,2013,(04):728-733. XU Xiao-feng, WEI Hou-zhen, MENG Qing-shan, et al. Effects of shear rate on shear strength and deformation characteristics of coarse-grained soils in large-scale direct shear tests[J]. Chinese Journal of Geotechnical Engineering, 2013(4):728-733.
[7] 刘俊伟,张明义,俞峰,等.土与PHC管桩界面剪切疲劳退化试验研究[J].岩土工程学报,2013, 35(2):1037-1040. LIU Jun-wei, ZHANG Ming-yi, YU Feng, et al. Experimental study on interface shear fatigue between soils and PHC pipe piles[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(2):1037-1040.
[8] 章敏,王星华,杨光程,等.循环荷载作用下单桩动力模型试验与桩土界面特性研究[J].岩土力学,2013,4:1037-1044. ZHANG Min, WANG Xing-hua, YANG Guang-cheng, et al. Study of dynamic model testing of single pile and behaviors of pile-soil interface under cyclic load[J]. Rock and Soil Mechanics, 2013, 4:1037-1044.
[9] LAM C, JEFFERIS S A, MARTIN C M. Effects of polymer and bentonite support fluids on concrete-sand interface shear strength[J]. Géotechnique, 2014,64(1):28.
[10] LOBO-GUERRERO S, VALLEJO L E. DEM analysis of crushing around driven piles in granular materials[J]. Géotechnique, 2005, 55(8):617-623.
[11] 张家铭,邵晓泉,王霄龙,等. 沉桩过程中钙质砂颗粒破碎特性模拟研究[J].岩土力学,2015,1:272-278. ZHANG Jia-ming, SHAO Xiao-quan, WANG Xiao-long, et al. Discrete element simulation of crushing behavior of calcareous sands during pile jacking[J]. Rock and Soil Mechanics, 2015, 1:272-278.
[12] LEHANE B M, WHITE D J. Lateral stress changes and shaft friction for model displacement piles in sand[J]. Canadian Geotechnical Journal, 2005, 42(4):1039-1052.
[13] WHITE D J, BOLTON M D. Displacement and strain paths during plane-strain model pile installation in sand[J]. Géotechnique, 2004, 54(6):375-397.
[14] AIREY D W, AL-DOURI R H, POULOS H G. Estimation of pile friction degradation from shearbox tests[J]. 1992, 15(4):388-392.
[15] KISHIDA H, UESUGI M. Tests of the interface between sand and steel in the simple shear apparatus[J]. Géotechnique, 1987, 37(1):45-52.
[16] MORTARA G, MANGIOLA A, GHIONNA V N. Cyclic shear stress degradation and post-cyclic behaviour from sand-steel interface direct shear tests[J]. Canadian Geotechnical Journal, 2007, 44(7):739-752.
[17] 冯大阔,张嘎,张建民,等.常刚度条件下粗粒土与结构接触面三维力学特性试验研究[J].岩土工程学报,2009, 10:1571-1577. FENG Da-kuo, ZHANG Ga, ZHANG Jian-min, et al. Experimental study on 3D cyclic behaviors of soil-structure interface under constant normal stiffness condition[J]. Chinese Journal of Geotechnical Engineering, 2009, 10:1571-1577.
[18] HARDIN B O. Crushing of soil particles[J]. Journal of Geotechnical Engineering, 1985, 111(10):1177-1192. |