Pore-exploration and pore-forming device and method for soil stratum ground stress testing and application of pore-exploration and pore-forming device and meth

Abstract

The invention relates to a pore-exploration and pore-forming device and method for soil stratum ground stress testing and application of the pore-exploration and pore-forming device and method. The pore-forming device comprises a negative pressure soil pumping mechanism, a soil pumping pipe and a soil cutting mechanism, wherein the soil cutting mechanism communicates with the negative pressure soil pumping mechanism through the soil pumping pipe, and soil cut by the soil cutting mechanism is pumped and then discharged by means of negative pressure difference of the negative pressure soil pumping mechanism. According to the pore-exploration and pore-forming device and method for soil stratum ground stress testing and the application of the pore-exploration and pore-forming device and method, steel shells are adopted for wall retaining, a specially made cutter is adopted for cutting soil, pores can be formed quickly through a geological pore-exploration and pore-forming technology of pumping soil through negative pressure, the disturbance on stratums is small, the pore diameter range can be adjusted, the construction cost is low, the construction safety is high, operation is easy andconvenient, and the pore-exploration and pore-forming device and method are suitable for unsaturated sandy soil (such as medium sand, fine sand and mealy sand) with the moisture content lower than 40% and unsaturated soil stratums (such as silt, silty clay and loess) with the moisture content lower than 50%. In addition, a soil stratum ground stress testing method provided by the invention is simple and reliable, can detect out initial ground stress, has great significance on numerical calculation of the soil stratums, and ensures that soil stratum numerical calculation results are more accurate and comprehensive.

Description

technical field [0001] The invention belongs to the technical field of geological prospecting hole forming, and in particular relates to a hole forming device for testing the ground stress of soil strata, a hole forming method and its application. Background technique [0002] In-situ stress refers to the stress existing in rock and soil, which can be divided into self-gravity stress and structural stress. The determination of initial ground stress is very important for foundation engineering and underground engineering. However, at present, in-situ stress tests are generally carried out after the excavation of foundation pits or caverns is exposed, and there are few ways to accurately obtain in-situ stress in the soil layer in advance. For rock mass structure, there are three methods of in-situ stress testing: stress relief method, stress recovery method and hydraulic fracturing method. Among them, the first two methods are suitable for exposed rock mass, while the latter...

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Problems solved by technology

However, at present, the soil layer is greatly disturbed during the drilling process of the geological exploration hole, which affects the initial ground stress test results.

And after the hole is formed, the in-situ stress test cannot be carried out quickly and without intervals, resulting in a certain release of the in-situ stress in the soil, which has a great impact on the test results

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