Abstract
The underlying law of the anchor’s stress distributing and change in vertical prestressed anchored cement soil wall is realized by project examination in which the stress in anchor increased at first and decreased to a steady state. For the question of stress of Anchors smaller, some technical advices as to techniques are put forward. The analyzed results show that vertical prestressed anchored cement soil wall has good deformation control capability and the setting of vertical prestressed anchored is reasonable.
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