Study on the quantitative relationship between soil in situ strength and drilling parameters |
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| Authors: | Xiangfeng Lv Hongyuan Zhou Lianman Xu |
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| Institution: | 1.Beijing Key Laboratory of Underground Construction Forecasting and Warning,Beijing,China;2.Geotechnical Engineering Research Center,Institute of Municipal Engineering,Beijing,China;3.Liaoning University,Shenyang,China |
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| Abstract: | The rational use of drilling parameters is a hot issue in the field of geotechnical engineering and geological engineering. A new method, for evaluating the bearing capacity of soils using drilling parameters was proposed. First, through the mechanical analysis of the drill bit, the preconditions and theoretical formulas for calculating the bearing capacity of soils using the bit’s torque are clearly defined. Next, drilling tests and dynamic cone penetration tests were performed on miscellaneous fill, silty clay, sandy clay, medium coarse sand and gravel sand, and the empirical formula for calculating the bearing capacity of these soils were given. Then, using the new method and the empirical formula, the bearing capacity of the soil under the roadbed was examined. The test results show that the bit’s torque is a good parameter for the evaluation of the bearing capacity of the soil. Finally, the application scope of the new method and the empirical formula is discussed, and the subsequent research directions are pointed out. |
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