Guang-Zhu Zhang
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Guang-Zhu Zhang has a total of 79 co-authors. Here are the top co-authors by number of shared publications:
Junzhe Liu
7 shared publicationsLijun Wan
6 shared publications- Hongguang Wang
College of Aerospace and Civil Engineering, Harbin Engineering University
3 shared publications Jun-Zhe Liu
3 shared publicationsYu-Ming Shi
3 shared publicationsHong-Feng Li
2 shared publications
Latest Publications
- 22 September 2026
- Published by Elsevier in Journal of Building Engineering
- Vol. 132
Mode-dependent fracture response and multiscale degradation of polyurethane concrete-steel interfaces under salt freeze-thaw cycling
- 22 September 2026
- Published by Elsevier in Journal of Building Engineering
- Vol. 132
Mode-dependent fracture response and multiscale degradation of polyurethane concrete-steel interfaces under salt freeze-thaw cycling
- 21 September 2026
- Published by Elsevier in Construction and Building Materials
- Vol. 543
Dual-functional GO-modified plant fibers regulate biomineralization and enable fiber-dependent wide-crack healing in mortars
- 21 September 2026
- Published by Elsevier in Construction and Building Materials
- Vol. 543
Dual-functional GO-modified plant fibers regulate biomineralization and enable fiber-dependent wide-crack healing in mortars
- 22 August 2026
- Published by Elsevier in Cement and Concrete Composites
- Vol. 174
Carbonation-regulated algal-bacterial treatment for interfacial filling and mechanical homogenization of 3D-printed mortar
- 22 August 2026
- Published by Elsevier in Cement and Concrete Composites
- Vol. 174
Carbonation-regulated algal-bacterial treatment for interfacial filling and mechanical homogenization of 3D-printed mortar
- 27 July 2026
- Published by Elsevier in Construction and Building Materials
- Vol. 540
Heat-storage LC³ mortar with calcium carbonate coating: Mechanical, microstructural, and thermal performance
- 27 July 2026
- Published by Elsevier in Construction and Building Materials
- Vol. 540
Heat-storage LC³ mortar with calcium carbonate coating: Mechanical, microstructural, and thermal performance
- Open Access
Synergistic Enhancement of Freeze–Thaw Durability and Structural Integrity in Silty Clay Through Combined Microbial Carbonate Precipitation and Anionic Polyacrylamide Modification
Seasonal freeze–thaw cycling progressively rearranges pores and propagates microcracks in silty clay, reducing the reliability of cold-region earthworks. This study evaluated a bio–polymer stabilization strategy combining microbially induced carbonate precipitation (MICP) with anionic polyacrylamide (APAM) to improve mechanical performance and freeze–thaw durability. Six groups were prepared at identical moisture and compaction conditions: water, APAM, and four MICP–APAM groups with bacterial optical densities (OD600) of 0.8, 1.0, 1.2, and 1.4. Unconfined compressive strength, unconsolidated-undrained triaxial compression, ultrasonic pulse velocity, and SEM, TG/DTG, XRD, and FTIR analyses were conducted before and after freeze–thaw cycling. The M1.0-APAM group showed the best overall performance, with UCS values of 1.35 MPa before cycling and 0.89 MPa after nine cycles, together with high shear resistance and ultrasonic velocity. Lower bacterial concentration provided insufficient cementation, whereas higher concentrations promoted non-uniform carbonate deposition, pore heterogeneity, and local stress concentration. Microstructural evidence indicated that OD600 ≈ 1.0 produced a relatively homogeneous network of fine carbonate clusters and polymer-associated films, with calcite formation supported by TG/DTG and XRD. The results show that MICP–APAM treatment enhances silty clay primarily through coordinated mineralization uniformity, pore refinement, and polymer bridging, providing a sustainable stabilization option for seasonally frozen soils.
Open AccessSynergistic Enhancement of Freeze–Thaw Durability and Structural Integrity in Silty Clay Through Combined Microbial Carbonate Precipitation and Anionic Polyacrylamide Modification
Seasonal freeze–thaw cycling progressively rearranges pores and propagates microcracks in silty clay, reducing the reliability of cold-region earthworks. This study evaluated a bio–polymer stabilization strategy combining microbially induced carbonate precipitation (MICP) with anionic polyacrylamide (APAM) to improve mechanical performance and freeze–thaw durability. Six groups were prepared at identical moisture and compaction conditions: water, APAM, and four MICP–APAM groups with bacterial optical densities (OD600) of 0.8, 1.0, 1.2, and 1.4. Unconfined compressive strength, unconsolidated-undrained triaxial compression, ultrasonic pulse velocity, and SEM, TG/DTG, XRD, and FTIR analyses were conducted before and after freeze–thaw cycling. The M1.0-APAM group showed the best overall performance, with UCS values of 1.35 MPa before cycling and 0.89 MPa after nine cycles, together with high shear resistance and ultrasonic velocity. Lower bacterial concentration provided insufficient cementation, whereas higher concentrations promoted non-uniform carbonate deposition, pore heterogeneity, and local stress concentration. Microstructural evidence indicated that OD600 ≈ 1.0 produced a relatively homogeneous network of fine carbonate clusters and polymer-associated films, with calcite formation supported by TG/DTG and XRD. The results show that MICP–APAM treatment enhances silty clay primarily through coordinated mineralization uniformity, pore refinement, and polymer bridging, providing a sustainable stabilization option for seasonally frozen soils.