论文信息 - The bearing-capacity of a strip foundation on geogrid-reinforced sand

The bearing-capacity of a strip foundation on geogrid-reinforced sand

Abstract Laboratory-model test results for the bearing capacity of a strip foundation supported by a sand layer reinforced with layers of geogrid are presented. Based on the present model test results, the bearing-capacity ratio with respect to the ultimate bearing capacity, and at levels of limited settlement of the foundation, has been determined. For practical design purposes, it appears that the bearing-capacity ratio at limited levels of settlement is about 67–70% of the bearing-capacity ratio calculated on the basis of the ultimate bearing capacity.

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