Research purposes: Shenyang-Baihe high-speed railway passes the Changbai Mountain area with the thick pozzolanic silty clay, whose material composition, strength and deterioration properties and mechanism are unknown. However, the bearing deformation calculation, analysis and control of the foundation of high-speed railway urgently need to be investigated. Therefore, the material composition test, strength deterioration test and scanning electron microscopy test were performed to obtain the basic physical properties and material composition of the pozzolanic silty clay and to reveal the evolution law of the shear strength with the soaking time and its mechanism.
Research conclusions: (1) Pozzolanic silty clay in the state of hard plastic contains the large fine-grained particle and has the characteristics of large void ratio and medium to high compressibility. (2) It consists of illite(29.5%), quartz, mica and feldspar, etc., and its composition barely changes with depth. (3) The shear strength decreases exponentially with increase of the soaking time and this deterioration process consists of three stages of the rapid attenuation (0~4 d), slow attenuation (4~8 d) and basic stability (8~16 d). The final degradation coefficients of internal friction angle and cohesion stress are 0.28 and 0.81, respectively. (4) The high content of illite with strong ability to adsorb water results into thickening the layer of water, accordingly enlarging the void ratio and making particle morphology more complex and irregular with the increase of soaking time. (5) The research results deepen the understanding of the physical and mechanical properties of pozzolanic silty clay and the strength deterioration characteristics for water immersion. It can provide valuable calculation parameters and technical support for the foundation design of high-speed railway constructed on the pozzolanic silty clay stratum.
Key words
pozzolanic silty clay /
material composition /
strength deterioration /
micro-structure /
deterioration mechanism
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References
[1] 陈海潮. 长白山天池火山碎屑喷出物、火山地层和火山地质填图[D]. 长春:吉林大学,2020.
Chen Haichao.Volcaniclastic Ejecta,Volcanostratigraphy and Volcanic Geological Mapping in Changbaishan Tianchi Volcanoes[D]. Changchun: Jilin University, 2020.
[2] 周涛,徐方,杨奇,等. 高速铁路桥梁桩基固结蠕变沉降计算方法研究[J]. 铁道科学与工程学报,2021(8): 1968-1977.
Zhou Tao, Xu Fang, Yang Qi, etc. A Method for Calculating the Consolidation and Creep-induced Settlement of Bridge Pile Foundation of High-speed Railway[J]. Journal of Railway Science and Engineering,2021(8): 1968-1977.
[3] 赵其国. 中国的火山灰土[J]. 土壤学报,1988(4): 323-329.
Zhao Qiguo.China's Volcanic Ash Soil[J]. Acta Pedologica Sinica, 1988(4): 323-329.
[4] Putra O A, Yasufuku N, Alowaisy A, etc. Shear Strength Characteristic of Unsaturated Undisturbed Black Volcanic Ash Soil in Kumamoto under Static and Cyclic Loading[J]. Lowland Technology International. 2020(2): 279-289.
[5] Lizcano A, Herrera M C, Santamarina J C.Volcanic Ash Soils in Colombia[J]. International Journal of Natural Disasters, Accidents and Civil Infrastructure, 2006(2): 167-198.
[6] Gobin M, Yasufuku N, Liu G, etc. Small Strain Stiffness, Microstructure and other Characteristics of an Allophanic Volcanic Ash[J]. Engineering Geology, 2023, 313: 106967.
[7] 黄少平,晏鄂川,陈前,等. 干湿循环与持续浸泡下老黏土强度与变形特性变化[J]. 东北大学学报:自然科学版,2020(5): 649-654.
Huang Shaoping, Yan Echuan, Chen Qian, etc. Variation of Strength and Deformation Characteristics of Paleo-Clay Under Dry-Wet Cycle and Continuous Soaking[J]. Journal of Northeastern University:Natural Science, 2020(5): 649-654.
[8] 王中文,洪宝宁,刘鑫,等. 红粘土抗剪强度的水敏性研究[J]. 四川大学学报:工程科学版, 2011(1): 17-22.
Wang Zhongwen, Hong Baoning, Liu Xin, etc. Water-sensitive Properties of Shear Strength of Red Clay[J]. Journal of Sichuan University:Engineering Science Edition, 2011(1): 17-22.
[9] 张骏,郭杨,陈小川,等. 持续浸泡下硬黏土强度劣化试验研究[J]. 水利水运工程学报,2023(4): 130-137.
Zhang Jun, Guo Yang, Chen Xiaochuan, etc. Experimental Research on Strength Deterioration of Stiff Clay under Continuous Immersion[J]. Hydro Science and Engineering, 2023(4): 130-137.
[10] Wang Huimin, Liu Xiaoming, Zhang Zengqi.Pozzolanic Activity Evaluation Methods of Solid Waste: A Review[J]. Journal of Cleaner Production, 2023, 402.
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Footnotes
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