Also, it can be seen from the above figures that the difference in shear stress at both ends of the anchorage section at various positions shows a decreasing trend when the external load gradually increases to the ultimate load, the shear stress distribution of the anchorage section presents a uniform distribution trend along the length of the anchorage section, and the maximum shear stress value gradually approaches the ultimate shear strength value of the surrounding soil.
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Analysis of force and displacement of anchor systems under the non-limit active state.
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