Citation: | YANG Kaixuan, ZHAO Heng, ZHAO Minghua, JIA Wurong, HUA Xugang. Analytical solution for vertical load transfer of cast-in-place piles considering shear-induced volumetric contraction across shaft-rock joints[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(6): 1229-1238. DOI: 10.11779/CJGE20240112 |
[1] |
宋随弟, 彭雄志, 杨泉, 等. 超大直径嵌岩桩基础竖向受荷性状研究[J]. 铁道工程学报, 2023, 40(2): 41-46, 105.
SONG Suidi, PENG Xiongzhi, YANG Quan, et al. Research on the characters of super-large diameter rock-socketed pile foundation under vertical load[J]. Journal of Railway Engineering Society, 2023, 40(2): 41-46, 105. (in Chinese)
|
[2] |
何思明, 卢国胜. 嵌岩桩荷载传递特性研究[J]. 岩土力学, 2007, 28(12): 2598-2602. doi: 10.3969/j.issn.1000-7598.2007.12.022
HE Siming, LU Guosheng. Study on load transfer characteristic of rock-socketed pole[J]. Rock and Soil Mechanics, 2007, 28(12): 2598-2602. (in Chinese) doi: 10.3969/j.issn.1000-7598.2007.12.022
|
[3] |
刘松玉, 季鹏, 韦杰. 大直径泥质软岩嵌岩灌注桩的荷载传递性状[J]. 岩土工程学报, 1998, 20(4): 58-61. https://cge.nhri.cn/article/id/10164
LIU Songyu, JI Peng, WEI Jie. Load transfer behavior of large diameter cast in place pile embedded in soft rock[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(4): 58-61. (in Chinese) https://cge.nhri.cn/article/id/10164
|
[4] |
梁晋渝, 史佩栋. 嵌岩桩竖向承载力的研究[J]. 岩土工程学报, 1994, 16(4): 32–39. https://cge.nhri.cn/article/id/9786
LIANG Jinyu, SHI Peidong. Study of vertical bearing capacity of socketed piles[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(4): 32–39. (in Chinese) https://cge.nhri.cn/article/id/9786
|
[5] |
龚成中, 龚维明, 何春林, 等. 孔壁粗糙度对深嵌岩桩承载特性的影响[J]. 中国公路学报, 2011, 24(2): 56-61.
GONG Chengzhong, GONG Weiming, HE Chunlin, et al. Influence of hole side roughness on bearing characteristic of deep rock-socketed pile[J]. China Journal of Highway and Transport, 2011, 24(2): 56-61. (in Chinese)
|
[6] |
赵明华, 雷勇, 刘晓明. 基于桩-岩结构面特性的嵌岩桩荷载传递分析[J]. 岩石力学与工程学报, 2009, 28(1): 103-110.
ZHAO Minghua, LEI Yong, LIU Xiaoming. Analysis of load transfer of rock-socketed piles based on characteristics of pile-rock structural plane[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(1): 103-110. (in Chinese)
|
[7] |
邢皓枫, 孟明辉, 何文勇, 等. 基于结构面力学特性的嵌岩桩侧摩阻力分布分析[J]. 岩土工程学报, 2012, 34(12): 2220-2227. https://cge.nhri.cn/article/id/14953
XING Haofeng, MENG Minghui, HE Wenyong, et al. Distribution of shaft resistance of rock-socketed piles based on mechanical properties of pile-rock interface[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(12): 2220-2227. (in Chinese) https://cge.nhri.cn/article/id/14953
|
[8] |
JOHNSTON I W, LAM T S K. Shear behavior of regular triangular concrete/rock joints-analysis[J]. Journal of Geotechnical Engineering, 1989, 115(5): 711-727.
|
[9] |
PATTON F D. Multiple modes of shear failure in rock[C]// Proceeding 1st Congress International Rock Mechanics, Lisbon, 1966: 509-513.
|
[10] |
赵明华, 夏润炎, 尹平保, 等. 考虑软岩剪胀效应的嵌岩桩荷载传递机理分析[J]. 岩土工程学报, 2014, 36(6): 1005-1011. doi: 10.11779/CJGE201406003
ZHAO Minghua, XIA Runyan, YIN Pingbao, et al. Load transfer mechanism of socketed piles considering shear dilation effects of soft rock[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(6): 1005-1011. (in Chinese) doi: 10.11779/CJGE201406003
|
[11] |
ZHAO H, HOU J C, ZHANG L, et al. Towards concrete-rock interface shear containing similar triangular asperities[J]. International Journal of Rock Mechanics and Mining Sciences, 2021, 137: 104547.
|
[12] |
赵衡, 侯继超, 赵明华. 岩石-混凝土结构面的广义Patton剪切模型[J]. 岩土工程学报, 2022, 44(11): 2106-2114. doi: 10.11779/CJGE202211017
ZHAO Heng, HOU Jichao, ZHAO Minghua. Generalized Patton shear model for rock-concrete joints[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(11): 2106-2114. (in Chinese) doi: 10.11779/CJGE202211017
|
[13] |
LIU Y N, ZHAO H, ZHAO M H, et al. Laboratory and theoretical study for concrete-mudstone interface shear to account for asperity degradation[J]. Environmental Earth Sciences, 2021, 81(1): 1-16.
|
[14] |
YANG K X, HU Q, ZHAO H, et al. Numerical study on the shear behavior of concrete-rock joints with similar triangular asperities[J]. Computers and Geotechnics, 2023, 159: 105468.
|
[15] |
SEIDEL J P, HABERFIELD C M. A theoretical model for rock joints subjected to constant normal stiffness direct shear[J]. International Journal of Rock Mechanics and Mining Sciences, 2002, 39(5): 539-553.
|
[16] |
HOU J C, ZHAO H, PENG W Z, et al. A limit solution for predicting side resistance on rock-socketed piles[J]. Journal of Engineering Mechanics, 2022, 148(1): 04021131.
|
[17] |
JOHNSTON I W, LAM T S K, WILLIAMS A F. Constant normal stiffness direct shear testing for socketed pile design in weak rock[J]. Géotechnique, 1987, 37(1): 83-89.
|
[18] |
ZHAO H, XIAO Y, ZHAO M H, et al. On behavior of load transfer for drilled shafts embedded in weak rocks[J]. Computers and Geotechnics, 2017, 85: 177-185.
|
[19] |
周韬, 王星华, 巢万里. 大直径嵌岩桩的承载性状[J]. 湖南交通科技, 2006, 32(4): 85-87.
ZHOU Tao, WANG Xinghua, CHAO Wanli. Supporting capacity behavior of large diameter rock-socketed piles[J]. Hunan Communication Science and Technology, 2006, 32(4): 85-87. (in Chinese)
|
[20] |
O'NEILL M W, TOWNSEND F C, HASSAN K M, et al. Load Transfer for Drilled Shafts in Intermediate Geomaterials[R]. HWA-RD-95-172, McLean, Va: Federal Highway Administration, 1996: 141-157.
|