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Performance and working mechanism of tension–compression composite anchorage system for earthen heritage sites

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Academic year: 2020

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Figure

Fig. 1 Physical excavation after pull-out failure of T-anchorage system
Fig. 3 TC-bolt structure and interaction force between bolt and slurry. F: drawing force; τ: shear stress; P: pressure; L: embedment length;  Lc: length of pressure-bearing section; blue dot lines: boundary between tension section and pressure-bearing section
Fig. 4 The physical objects and the locations of strain gauges of TC-bolt and T-bolt
Table 4 Arrangement of parameters of test groups in field test
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