Rock and Soil Mechanics ›› 2026, Vol. 47 ›› Issue (7): 2224-2234.doi: 10.16285/j.rsm.2025.0730

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

Strengthening mechanism of warm frozen soil-concrete interface under the action of Pseudomonas syringae

TANG Li-yun1, XU Sen-jun1, ZHENG Juan-juan1, ZHENG Jian-guo2, LIN Zhan-ju3, DU Xiao-qi1, QIU Pei-yong1   

  1. 1.School of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi’an, Shaanxi 710054, China; 2. China Jikan Research Institute of Engineering Investigation and Design Co., Ltd., Xi’an, Shaanxi 710043, China; 3. Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou, Gansu 730000, China
  • Received:2025-07-14 Accepted:2025-12-11 Online:2026-07-13 Published:2026-07-08
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (42271144) and Shaanxi Province Qin Chuangyuan “Scientist+Engineer” Team Construction Project (2022KXJ-086).

Abstract:

With the increase of global temperature, the ice crystals at the warm frozen soil-concrete interface are easy to melt, resulting in the decrease of ice cementation force, which in turn leads to the deterioration of interface strength and affects the stability of infrastructure. Pseudomonas syringae (P. syringae) can induce the orderly arrangement of water molecules to promote the growth of ice crystals at elevated temperatures. However, research regarding its application in promoting ice film formation at the warm frozen soil-concrete interface and further enhance the interface strength remains notably absent. Therefore, in this paper, nuclear magnetic resonance and direct shear tests were carried out to study the effects of P. syringae concentrations (0, 1 g/L) on the shear stress-horizontal displacement curve, shear strength and strength index of warm frozen soil-concrete interface at 0,0.5 ℃ and1 ℃. After the addition of P. syringae, the ice content of frozen soil increased by 38 %, the interfacial cohesion improved by 29.1 %, the interfacial strength increased by 19 %, and the residual strength enhanced by 7 %. Based on the Mohr-Coulomb criterion and the generalized Darcy 's law, the strengthening mechanism of the warm frozen soil-concrete interface under the action of P. syringae can be summarized as follows: the enrichment of P. syringae occurs due to the migration of water towards the interface, which subsequently induces the formation of ice crystals at relatively elevated temperatures. These ice crystals then then fills the pores, ultimately leading to interface interlocking enhancement and a significant improvement in interface strength. This study initially unveils the potential of P. syringae in augmenting the strength of warm frozen soil-concrete interface, thereby offering theoretical underpinnings for the application of P. syringae in the design and construction of infrastructure in warm frozen soil areas.

Key words: warm frozen soil-concrete interface, Pseudomonas syringae, interface ice film, ice bond strength

CLC Number: 

  • TU 445
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