Deep horizontal load testing method

Abstract

The present invention relates to measurement and test methods, in particular to a deep horizontal load test method. The method uses variable diameter holes to directly cut into the test points of the soil layer, hydraulically drives staged pressurization, load plates move horizontally, and collects data. The system collects the deformation values ​​under various pressures in real time, measures the lateral deformation values ​​of the soil layer under different pressure states, and truly reflects the stress characteristics of the soil layer under field conditions when the soil layer is basically in the original stress state.

Description

technical field [0001] The invention relates to measurement and test methods, in particular to a deep horizontal load test method. Background technique [0002] The horizontal load test method in the prior art can only be applied to the shallow soil layer, and only above the groundwater level, and for the foundation buried deep, and the groundwater level is buried shallow, generally the pre-drilling or self-drilling method can be used The disadvantage of the side pressure test method is that the side pressure deformation measurement method and principle cannot truly reflect the deformation characteristics of the structure. The flat shovel test method can also be used. The disadvantage is that the disturbance deformation of the soil layer is greater than the measurement deformation, and the data is difficult to truly reflect the characteristics of the soil layer, and the reliability is poor. There is also the method of using borehole sampling and laboratory test measurement....

AI Technical Summary

Problems solved by technology

[0002] The horizontal load test method in the prior art can only be applied to the shallow soil layer, and only above the groundwater level, but for the foundation buried deep, and the groundwater level is buried shallower, pre-drilling or self-drilling can generally be used The disadvantage of the side pressure test method is that the side pressure deformation measurement method and principle cannot truly reflect the deformation characteristics of the structure

The flat shovel test method can also be used. The disadvantage is that the disturbance deformation of the soil layer is greater than the measurement deformation, and the data is difficult to truly reflect the characteristics of the soil layer, and the reliability is poor.

There is also the method of drilling sampling and indoor test measurement. The reliability of the data depends on the soil quality, operating level, pressure setting, etc., and many operating links are involved. The final data is distorted and the use value is not high. After drilling and sampling, the soil sample stress has been released, the original stress environment has changed, and the measured test data deviates greatly from the actual situation.

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