Research and Development of Laboratory Experiments on the Static Characteristics of Pile-Soil Contact Surfaces
DOI:
https://doi.org/10.53469/jpce.2024.06(10).04Keywords:
Pile-Soil Contact Surfaces, Laboratory experiments, Constitutive ModelAbstract
This paper systematically investigates the mechanical properties of contact surfaces between soil and piles under static loading conditions across various scenarios through comprehensive laboratory experiments. The study offers an overview of current experimental equipment and testing protocols, succinctly describes the mechanical characteristics of pile-soil contact surfaces influenced by multiple factors, and summarizes existing constitutive models related to these interfaces. The objective of this research is to provide a more accurate and reliable laboratory methodology for analyzing the static mechanical properties of pile-soil contact surfaces, thereby fostering innovative advancements in the safety of pile foundations.
References
Xiao Junhua, Yuan Juyun, Zhao Xihong (Eds.). Experimental Simulation and Computational Applications of Negative Friction in Pile Foundations [M]. Beijing: Science Press, 2009.
CLOUGH, G. W., DUNCAN, J. M. Finite element analyses of retaining wall behavior [J]. Journal of Soil Mechanics and Foundation Division, ASCE, 1971, 97(12), 1657–1673.
DESAI, C. S., DRUMM, E. C. Cyclic testing and modeling of interfaces [J]. Journal of Geotechnical Engineering, 1985, 111(6), 793–815.
Lu Tinghao, Wang Wei, Wang Xiaoni. Research on the Improvement of Direct Shear Test for Soil-Structure Interface [J]. Journal of Shenyang Jianzhu University (Natural Science Edition), 2006, (1): 82-85, 99.
Zhang, J., Zhang, Jianmin. Development and Application of a Large-scale Soil-Structure Contact Surface Cyclic Loading Shear Apparatus [J]. Journal of Geotechnical Engineering, 2003, 25(2): 149–153.
Wang Yonghong, Zhang Mingyi, Liu Junwei, Bai Xiaoyu. Development and Application of a Large-scale Direct Shear Test Device for Soil-pile Interface [J]. Journal of Rock Mechanics and Engineering, 2018, 37(201): 3714-3721.
UESUGI, M., KISHIDA, H., TSUBAKIHARA, Y. Friction between sand and steel under repeated loading [J]. Soils and Foundations, 1989, 29(3), 127–137.
Zhou Xiaowen, Gong Biwei, Ding Hongshun, Rao Xibao. Research on the Mechanical Properties of Gravel Cushion-Concrete Interface through Single Shear Tests [J]. Journal of Geotechnical Engineering, 2005, 27(8): 876-880.
Zhang Zhijun, Rao Xibao, Ding Hongshun, Wu Liangping. Experimental Study on the Influence of Different Moisture Content of Mud Skin on Mechanical Properties at Contact Interfaces [J]. Journal of Yangtze River Scientific Research Institute, 2007, (5): 60-63, 67.
Yoshimi, U., Kishida, T. A ring torsion apparatus for evaluating friction between soil and metal surfaces [J]. Geotechnical Testing Journal, 1981, 4(4), 831–834.
Cheng Zehai, Liu Chaoyang, Jin Weifeng, Li Lei. A Study on the Differences between Torsional Shear and Direct Shear at the Pile-Soil Interface [J]. Science and Technology Bulletin, 2019, 35(6): 126-133.
Zhou Kai, Cheng Yin, Huang Xin. Research on Direct Shear Tests of Different Pile-Soil Interfaces [J]. Subgrade Engineering, 2011, (5): 93-95, 99.
Cheng Hao, Wang Xuan, Zhang Jiasheng, Liu Qiao, Liu Wenque. A Study on Large Direct Shear Tests of Different Soil and Concrete Interfaces Considering the Effect of Roughness [J]. Engineering Science and Technology, 2019, Vol. 51(5): 117-125.
Wang Zhan, Chen Lipeng, Sang Dengfeng, Liu Shan. Research on Shear Tests of Steel Pipe Piles-Sandy Soil Interface Based on a Large High-Confining Pressure Interface Ring Shear Apparatus [J]. Waterway Engineering, 2018, (1): 184-188.
Sang Songkui, Wang Yonghong, Zhang Mingyi, Kong Liang, Wu Wenbing, Chen Zhixiong, Li Zhaolong, Zhang Qijun. Pore Water Pressure at the Soil Interface of Static Piles in Interbedded Silty Clay and Silt [J]. Journal of Jilin University (Earth Science Edition), 2021, 51(5): 1551-1559.
Kong Lingwei, Xiong Chunfa, Guo Aiguo, Yang Aiwu. Strength Characteristics of Marine Soft Clay and the Shear Rate Effect at the Pile-Soil Interface [J]. Journal of Geotechnical Engineering, 2017, Vol. 39 (202): 13-16.
Kong Desen, Liu Yi, Deng Meixu, Li Yazhou. Dynamic Response Characteristics of Offshore Wind Turbine Monopile Foundations in Heterogeneous Soils [J]. Journal of Engineering Science, 2021, 43(5): 710-719.
Zhu Zhuliang, Lin Bin. Research on Shear Characteristics of Expansive Soil-Concrete Interface and Correction of Interface Coefficient [J]. Science Technology and Engineering, 2024, 24(8): 3348-3355.
Zhai Tian, Zhao Chuan, Liu Feiyu, He Jianghui. Research on the Cyclic Shear Characteristics of Sulfate-Affected Soil-Concrete Interfaces [J]. Journal of Rock Mechanics and Engineering, 2023, 42(202): 4280-4288.
Guo Jukun, Kou Hailei, Xu Honglin, Lei Shengyou. Experimental Study on Shear Properties of Pile-Ocean Clay Interface [J]. Journal of Yangtze River Scientific Research Institute, 2019, 36(4): 104-108, 117.
Chen Ronggang, Ma Jing, Cui Zhuangzhuang, Yuan Guanglin. Experimental Study on the Influence of Moisture Content on Shear Characteristics at the Pile-Soil Interface [J]. Industrial Architecture, 2020, 50(11): 102-105, 31.
Wang Yonghong, Zhang Mingyi, Bai Xiaoyu, Liu Junwei, Gao Qiang. Experimental Study on Shear Characteristics of the Viscous Soil-Concrete Interface under Different Moisture Content Conditions [J]. Journal of Disaster Prevention and Mitigation Engineering, 2018, 38(1): 118-123, 192.
Li Huaixin, Yan Changgen, Lin Bin, Shi Yuling. Analysis of the Effects of Interface Angle and Moisture Content on the Sliding Resistance of Anti-Slide Piles [J]. Coalfield Geology and Exploration, 2023, 51(5): 123-132.
Zhao Zhifang, Yu Yuhai, Zhao Guofan. A Method for Measuring the Surface Roughness of Bonding Interfaces between New and Old Concrete [J]. Journal of Building Structures, 2000, 30(1): 26-29.
Shi Changcheng. A New Method for Evaluating the Roughness of Concrete and Its Fractal Representation [J]. Bulletin of Silicate, 2018, 37(3): 924-933.
You, Zhicheng, Wang Liangqing, Ge Yunfeng, et al. Three-Dimensional Fractal Representation of Structural Surface Roughness Coefficient [J]. Yangtze River, 2014, 45(19): 63-67.
Santos, P. M. D., Júlio, E. N. B. S., Silva, V. D. Correlation between concrete-to-concrete bond strength and the roughness of the substrate surface [J]. Construction and Building Materials, 2007, 21(8), 1688-1695.
Runji Fang, Huaian Yi, Aihua Shu, and Xiao Lv. Evaluation of Grinding Surface Roughness Based on Gradient Similarity and Color Similarity [J]. Surface Topography: Metrology and Properties, 2022, 10(3): 035041.
Wang You, Li Yijin, Tan Wei, Tang Mingming, Du Wei. Experimental Study on the Shear Characteristics of Concrete Pile-Clay Interface Considering Surface Roughness of Structures [J]. Journal of Central South University (Natural Science Edition), 2019, 50(10): 2502-2509.
Luo Yaowu; Hu Qi; Ling Daosheng; Chen Zheng; Chen Yunmin. A Model Test Study on the Influence of Pile-Soil Interface Characteristics on the Bearing Capacity of Uplift Piles in Sandy Foundations [J]. Rock and Soil Mechanics, 2011, (3): 722-726, 732.
Yu Hai, Hu Jianlin, Bai Zhe, Wang Haoyu, Huang Qianlong, Feng Feng, Yang Shangqing. Research on Large-Scale Direct Shear Tests of Pile-Soil Friction Resistance in the Laboratory [J]. Journal of Hebei University of Architecture and Engineering, 2019, Vol. 37(4): 43-46, 51.
Wang Yonghong, Zhang Mingyi, Bai Xiaoyu, Liu Junwei. Experimental Study on the Effect of Shear Rate on the Shear Strength of Viscous Soil-Concrete Interfaces [J]. Journal of Civil and Environmental Engineering (Bilingual), 2019, 41(1): 48-54.
Xu Xiaofeng, Wei Houzhen, Meng Qingshan, Wei Changfu, Ai Donghai. The Influence of Shear Rate on the Strength and Deformation Characteristics of Coarse-Grained Soil in Direct Shear Tests [J]. Journal of Rock Engineering, 2013, 35(4): 728-733.
Wang Boxin, Liu JiaqI, Wang Qing, Ling Xianchang. Study on Microscopic Damage and Macroscopic Shear Performance of Silty Clay–Concrete Interface under Freeze-Thaw Cycles [J]. Journal of Rock Mechanics and Engineering, 2023, 42 (201): 3792-3800.
GOODMAN, R. E., TAYLOR, R. L., BREKKE, T. L. A Model for the Mechanics of Jointed Rock [J]. Journal of the Soil Mechanics and Foundation Division, ASCE, 1968, 94(3), 637–659.
DESAI, C. S., ZAMAN, M. M. Thin Layer Element for Interface [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1984, 8(1), 19-43.
Shao Wei, Jin Feng, Wang Guanglun. Nonlinear Thin Layer Elements for Contact Surface Simulation [J]. Journal of Tsinghua University (Natural Science Edition), 1999, 39(2): 34-38.
Du Chengbin, Ren Qingwen. Three-Dimensional Nonlinear Contact Elements for Surface Interaction Simulation [J]. Journal of Southeast University (Natural Science Edition), 2001, 31(4): 92–96.
Yin Zongze, Zhu Hong, Xu Guohua. Deformation of the Contact Surface between Soil and Structural Materials and Its Mathematical Simulation [J]. Journal of Rock Engineering, 1994, (3): 14-22.
Uesugi, M., Kishida, H., Tsubakihara, Y. Behavior of sand particles in sand-steel friction [J]. Soils and Foundations, 1988, 28(2), 107-118.
KRAFT L. M. Jr., RAY R. P., KAGAWA T. Theoretical t-z Curves[J]. Journal of the Geotechnical Engineering Division, 1981, 107(11): 1543-1561.
RANDOLPH, M. F., WROTH, C. P. Analysis of the deformation of vertically loaded piles[J]. Journal of the Geotechnical Engineering Division, 1978, 104(12), 1465-1488.
Hu Liming, Pu Jialiu, Xu Guohua. Experimental Study on the Physical and Mechanical Properties of Soil-Structure Interface [J]. Journal of Rock Engineering, 2001, 23(4): 431-435.
Wang, Y.B., Zhao, C., Wu, Y. Investigation of the effects of grouting and surface roughness on the shear behavior of cohesive soil-concrete interfaces [J]. Materials (Basel), 2023, 13.
Cao Weiping. Improvement of the Hyperbolic Model for Load Transfer at the Pile-Soil Interface and Its Applications [J]. Journal of Rock Mechanics and Engineering, 2009, Vol. 28(1): 144.
Wang Weidong, Li Yonghui, Wu Jiangbin. Shear Model of the Pile-Soil Interface for Ultra-Long Bored Piles and Its Finite Element Simulation [J]. Rock and Soil Mechanics, 2012, (12): 3818-3824, 3832.
BOULON, M., NOVA, R. Modeling of Soil-Structure Interface Behavior: A Comparison between Elastoplastic and Rate-Type Laws[J]. Computers and Geotechnics, 1990, 17(9), 21–46.
Wang Chenghua, Liu Qingchen. Numerical Analysis of Vertical Load-Bearing Characteristics of Group Pile Foundations Considering the Impact of Excavation in Foundation Pits [J]. Geotechnical Mechanics, 2012, (6): 1851-1856.
Zhang Zhiyuan, Qian Jiangu, Wang Cheng. Large-scale Shear Tests and Constitutive Modeling of Unsaturated Expansive Soil-Pile Interface [J]. Journal of Geotechnical Engineering, 2022, 44(202): 207-210.
Ye Shuaihua, Xin Liangliang. Research on the Settlement and Bearing Capacity of Single Piles Based on Shear Characteristics at the Pile-Soil Interface [J]. Rock and Soil Mechanics, 2024, 45(5): 1457-1471.
DESAI, C. S., ZAMAN, M. M. Thin Layer Element for Interface [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1984, 8(1), 19-43.
Li Sai, Wang You, Qin Zhihao, Liu Jianhua. Research on the Improved Pile-Soil Contact Surface Model Based on Statistical Damage Constitutive Models [J]. Rock and Soil Mechanics, 2016, (7): 1947-1955.
Li Sai, Wang You, Qin Zhihao, Liu Jianhua. Research on an Improved Contact Surface Model Based on a Statistical Damage Constitutive Model [J]. Journal of Railway Science and Engineering, 2016, 13(7): 1247-1252.
Zhou Yong, Zhu Yawen. Research on Pile-Soil Interaction Considering the Thickness of Contact Surface. Journal of Geotechnical Engineering, 2018, 40(S1): 247-25199.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2024 Yiwei Liu, Lincong Zhou
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
