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Fig 1.

Basic Structure of a Typical Micro-Pile Foundation.

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Table 1.

Value Table for Risk Factor L.

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Table 2.

Value Table for Risk Factor E.

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Table 3.

Value Table for Risk Factor C.

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Table 4.

Relationship between Risk Value D and Risk Level.

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Fig 2.

Correspondence between normalized risk value and risk level.

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Fig 2 Expand

Fig 3.

Basic Structure of Enlarged Diameter Pile Foundation.

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Fig 3 Expand

Fig 4.

Basic Structure of Inclined Pile Foundation.

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Fig 4 Expand

Fig 5.

Soil and experimental micro pile model.

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Fig 6.

Displacement simulation results of vertical pile under ultimate uplift load.

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Fig 7.

Strain gauge layout diagram.

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Fig 8.

Pile integrity testing.

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Fig 9.

Experimental loading scheme.

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Fig 10.

Photograph of the field experiment.

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Fig 11.

Comparison of experimental and simulated displacements under different load levels.

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Fig 12.

Mechanical Simulation Model of Pile-Soil System for Micro-Pile Foundation.

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Fig 12 Expand

Fig 13.

Displacement Results of Straight Pile Foundation under Ultimate Loads.

(a) Displacement under Ultimate Compressive Load. (b) Displacement under Ultimate Uplift Load. (c) Displacement under Ultimate Horizontal Load.

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Fig 13 Expand

Fig 14.

Displacement Results of Enlarged Diameter Pile Foundation under Ultimate Loads.

(a) Displacement under. Ultimate Compressive Load. (b) Displacement under Ultimate Uplift Load. (c) Displacement under Ultimate Horizontal Load.

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Fig 14 Expand

Fig 15.

Relationship Curve between Maximum Displacement and Risk Level for Micro Under-reamed Pile.

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Fig 15 Expand

Fig 16.

Ultimate Uplift Load Curve for Micro Under-reamed Pile at Different Enlargement Factors.

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Table 5.

Physical and mechanical parameters of soil layers at the test site.

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Fig 17.

Maximum Displacement of Micro Under-reamed Pile at Different Enlargement Factors.

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Fig 17 Expand

Fig 18.

Displacement Simulation Results of Inclined Pile Foundation under Ultimate Loads.

(a) Displacement under Ultimate Compressive Load. (b) Displacement under Ultimate Uplift Load. (c) Displacement under Ultimate Horizontal Load.

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Fig 18 Expand

Fig 19.

Maximum Displacement and Risk Level Relationship Curve of Micro-Inclined Pile Foundation.

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Fig 19 Expand

Fig 20.

Limit Horizontal Load Curve of Micro-Inclined Pile Foundation at Different Inclination Angles.

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Table 6.

Risk Values and Risk Levels of Micro Under-reamed Pile at Different Enlargement Factors.

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Table 6 Expand

Table 7.

Risk Values and Risk Levels of Micro-Inclined Pile Foundations at Different Inclination Angles.

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Table 7 Expand

Fig 21.

Maximum Displacement of Micro-Inclined Pile Foundation at Different Inclination Angles.

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Fig 21 Expand