The Shear Resistance of Mortar and around Anchoring Rod in Puddle Limestone

Combining the construction for Malta 300 000 DWT Dry Dock and the wharf project, it was raised that in the paper the tolerable shear resistance of mortar and rock around anchoring rod should be selected according to the design requirements on controlling anchoring rod deformation when the test for the rod in the foudation of puddle limestone and the construction detection are given and under the condition that the deformation of anchoring rod dose not reach the limited damage.