Micro dynamic probing instrument and test method
A test method and miniature technology, which can be applied in the application of repeated force/pulsation force to test the strength of materials, survey of on-site foundation soil, construction, etc. It can solve the problems of difficulty in ensuring the accuracy of penetrating probe indicators, large data errors, and high labor intensity and other problems, to achieve the effect of small size, reduce test error, and easy to carry
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Embodiment 1
[0033] Take clay in a certain place as an example for test description. Carry out liquid-plastic limit and specific gravity tests on the clay to obtain the liquid-plastic limit and specific gravity of the clay; carry out direct shear and consolidation tests on the clay to obtain the clay c, value, compression factor, compression modulus, etc.
[0034] (1) Physical property test of clay
[0035] Referring to the "Highway Geotechnical Test Regulations JTG_E40-2007", the liquid limit, plastic limit and specific gravity of the clay were measured according to the disc liquid limit instrument method, the rubbing method and the pycnometer method respectively. The obtained test data are shown in Table 1.
[0036] Table 1 Liquid limit, plastic limit and specific gravity of clay
[0037]
[0038] (2) Consolidation, direct shear, geotechnical micro-dynamic exploration tests
[0039] The soil consolidation, consolidation fast shear and micro-dynamic exploration tests were carried o...
Embodiment 2
[0049] The physical and mechanical properties and micro-dynamic testing of several common soils are carried out, and the relationship between the number of micro-dynamic testing and its characteristic value of bearing capacity is established through correlation calculations.
[0050] According to the data obtained from the physical and mechanical index tests and micro-dynamic tests (hammer weight: 305g) of various cohesive soils, silts and silt-fine sands, the characteristic values of the bearing capacity of various soils and the micro-dynamic tests are analyzed and summarized. The relationship table of hit count is shown in Table 4-Table 6.
[0051] Table 4 Relationship table between the characteristic value of cohesive soil bearing capacity and the number of micro-dynamic exploration strikes
[0052]
[0053] Table 5. The relationship between the eigenvalues of silt bearing capacity and the number of micro-dynamic exploration strikes
[0054]
[0055] Table 6. Rel...
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