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Deep static cone penetration test method for geotechnical engineering

A technology of static penetration and geotechnical engineering, which is applied in the field of foundation soil survey, foundation structure engineering, construction, etc., to achieve the effect of increasing static penetration depth, increasing static penetration depth, and simple operation

Active Publication Date: 2011-04-27
CHINA RAILWAY DESIGN GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0010] The present invention aims to solve the technical problem that the existing static penetration testing method can only be applied to shallow geological testing, and discloses a deep static penetration testing method for geotechnical engineering

Method used

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  • Deep static cone penetration test method for geotechnical engineering
  • Deep static cone penetration test method for geotechnical engineering
  • Deep static cone penetration test method for geotechnical engineering

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Embodiment Construction

[0039] The main equipment involved in this deep static penetration testing method will be described below in conjunction with the accompanying drawings.

[0040] Such as figure 1As shown, the main shaft 2 of the penetrating vehicle body 1 is supported by the bearing of the main shaft box 6, the main shaft oil motor 4 is connected to the main shaft 2 through the gearbox of the reduction gear train, and the main shaft box 6 is fixedly connected to the two parallel shafts through the support plate. 3 cylinder blocks of the hydraulic oil cylinder make the headstock 8 rise and fall synchronously with the two parallel hydraulic oil cylinders and transmit the penetration pressure. The main shaft 2 is provided with a main shaft water channel through the shaft center, and the upper end of the main shaft is provided with a rotary faucet 5 connected with the main shaft water channel. The inlet of the rotary faucet is connected to the outlet of the vehicle-mounted mud pump 8, and the manu...

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Abstract

The invention discloses a deep static cone penetration test method for geotechnical engineering. On the basis of the conventional wireless static cone penetration test method, a casing with a protection function is provided for a static cone penetration feeler lever by using the property that a rotary cone penetration vehicle rotatably penetrates a power head, and is rotatably penetrated, the bottom of the casting is provided with a cutting tooth (a rib drill) which contributes to rotatable penetration, and water or slurry with lubrication action, which is provided by the rotary cone penetration vehicle, is fully used by the rotatable penetration of the casing, so that the depth of the rotatably penetrated casting is obviously greater than that of the casting which is penetrated under static pressure and the feeler level can be prevented from being stressed, bent and then broken; therefore, the static penetration depth of a wireless static cone penetration rod can be improved. Tests prove that the method can realize the deep static cone penetration, and the largest test depth in the Tianjin area is 70 meters. The method has the advantages of obviously improving the static cone penetration depth, along with simplicity in operation.

Description

technical field [0001] The invention belongs to a penetration sounding method of geotechnical engineering, in particular to a deep static penetration testing method of geotechnical engineering. Background technique [0002] Static penetration testing is an engineering geological exploration method that uses the penetration pressure of a power source to press the penetration probe into the soil layer for in-situ testing. [0003] In the known static penetrating test method, the sensor installed on the probe is connected to the ground recorder through the cable in the probe rod, which is generally called cable penetration testing, so the protective tube of the probe rod and the probe rod must be synchronized at a constant speed Press into the soil. [0004] In the prior art, the cableless static penetration probe rod is usually composed of a probe rod joint, a storage rod and a probe connected in sequence. The probe can be a single-bridge probe or a double-bridge probe. The ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D1/02
Inventor 陈新军孙树礼许再良杨怀玉
Owner CHINA RAILWAY DESIGN GRP CO LTD
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