Abstract:Research purposes: At present in our country,geotechnical investigation uses the conventional sounding equipment in the plain,and it is difficult to penetrate hard soil which penetration resistance is 40 ~ 50 MPa,and borehole depth can only achieve 25 ~ 40 m. Sounding depth can not satisfy the need of engineering investigation for the high - rise building,high - speed railway and highway. The problem has caused wide attention in geotechnical engineering field.
Research conclusions: ( 1) This paper adopts several in - situ testing methods such as double bridge cone penetration test,three bridge rotating penetration test,sample drilling,slab loading test,shear wave test. The three bridge rotating penetration test technology is a new species of in - situ test techniques which overcome the problem as conventional sounding can not penetrate the hard layer and the test depth inadequate,and its penetration depth can reach 60 m in this field. ( 2) This paper use the method of contrast analysis and mutual verification find out the cause of foundation soil era, lithologic features and its distribution law. ( 3) Thus improved the quality of exploration,shorten the cycle of survey and lower the cost,provides a reliable design parameters and practical foundation design suggestions for engineering design.
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