Examples with "static loading test" and their translation in Chinees
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According to the static loading test and the axial force test, the bearing capacity and load transfer mechanism of the over-length pile in the littoral soft clay are discussed.
For finding out the mechanical properties of the T-shaped beam, the prestressing test and static loading test are made with 17 m long prefabricated T-shaped beam and the resultS are finally analyzed.
Based on the model of elastic-plastic mechanics, this paper presents the conception of equivalent ultimate settlement of single pile, which is studied with results of static loading tests on piles.
The overseas piling team is planned to be adopted for the prestressed piles construction, which consists of 18 engineers and 12 workers. The prefabrication of prestressed pile should do at first, and the piling construction is carried out, and then the static pile loading test is completed.
The single pile vertical static loading has reached the ultimate limit state and based on analysis of the result of single pile vertical static load compression test and pile shaft internal force test, the friction resistance provided by the soil in Strata 1~4 of test pile in this project is very low, while with the increase of loading for the test, the lateral friction resistance provided by the soil in Strata 1~4 shall be fully exerted first, the bearing capacity is provided by the lateral friction resistance of Soil Strata 5~9, the tip resistance provided by the pile tip is very low, the pile resistance is not fully exerted, the exact value of standard ultimate tip resistance is still unknown and the lateral friction resistance of Strata 5~9 is not fully exerted.
Of the 6 test piles, SZ-6, SZ-8 and SZ-7 in the process of test loading have been destroyed before reaching the expected maximum loading capacity, in combination with the results of low strain testing after and before static loading, the results of field observation in excavation of horizontal test pile head (see the attached figure) and the result of core-pulling test on Pile SZ-7, such pile's shaft has been destroyed and the broken points are concentrated within the 50m extent of pile head, and the main broken point is located at the connection between pile head driving cap and lower shaft.
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