Model Test Research on Subsidence of Geogrid-Reinforced and Pile-Supported Foundation
It has studied the subsidence characteristics of the geogrid-reinforced and pile-supported foundation through eleven loading model tests, and analyzed the effects that varied pile spacing, reinforced floors, the paving position of the reinforcement, underlayer thickness have had on the subsidence of the geogrid-reinforced and pile-supported foundation.
Yun-Hae Kim, Prasad Yarlagadda, Xiaodong Zhang and Zhijiu Ai
R. J. Chen et al., "Model Test Research on Subsidence of Geogrid-Reinforced and Pile-Supported Foundation", Advanced Materials Research, Vols. 335-336, pp. 222-225, 2011