Bending moment in the tension zone. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”

Sketch of forces on vertical and inclined piles. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”

Displacement cloud maps. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”

Morphing mesh. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”

Bending moment in the pressure zone. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”

Axial forces in the tension zone. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”

VPF and VIPF. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”

Column charts of SI_8min and SI_10min in the therapy and control group at follow-up. by Felix L. Herr (21544362)

Column charts of WiAUC in therapy and control group at baseline and follow-up. by Felix L. Herr (21544362)

Calcareous sand and its scanning electron microscopy image. by Xiaoyan Ding (291429)

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Relationships between the unconfined compressive strength and destructive strains εf and E₅₀: (a) Relationship between the destructive strain εf and peak strength q<sub>... by Xiaoyan Ding (291429)

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Changes in bacterial concentration and monomeric urease activity over time. by Xiaoyan Ding (291429)

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Influence of the cementing liquid concentration on the reinforcement effect. by Xiaoyan Ding (291429)

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Variation of unconfined compressive strength under different (injection rates/ grouting rounds/ cementation concentrations): (a) Speed of 0.5 mL/min; (b) Speed of 3 mL/min;Speed of... by Xiaoyan Ding (291429)

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Reinforced sample destruction mode. by Xiaoyan Ding (291429)

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Stress-strain curves under unconfined compression for samples with different cementation concentrations: (a) Concentration of 0.25 mol/L; (b) Concentration of 1 mol/L; (c) Concentr... by Xiaoyan Ding (291429)

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One-dimensional sand column test conditions. by Xiaoyan Ding (291429)

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Schematic diagram of MICP reinforcement: (a) Mould; (b) Reinforcement diagram(1-Bacterial/gelling solution, 2-Peristaltic tube, 3-Peristaltic pump, 4-PVC base, 5-PVC Removable semi... by Xiaoyan Ding (291429)

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Grading curve of the calcareous sand used in the experiment. by Xiaoyan Ding (291429)

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Effect of the cement filling speed on unconfined compressive strength q_u and uniformity (C_v): (a) Changes in qu and C_v with increasing number of in... by Xiaoyan Ding (291429)

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