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Pore water pressure measuring device in foundation stabilization zone

A technology of pore water pressure and excess pore water pressure, which can be used in measurement devices, measurement of fluid pressure, survey of basic soil on site, etc., and can solve problems such as the inability to achieve real-time continuous measurement

Inactive Publication Date: 2010-09-01
INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI
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Problems solved by technology

[0004] The problem to be solved by the purpose of the present invention is: to overcome the current vacuum preloading, combined use of surcharge and vacuum preloading, and in the foundation treatment of vacuum dewatering plus vibration method, the excess pore water pressure, the vacuum degree of the soil surface and the negative pressure condition The measurement of the groundwater level under the ground needs to be measured by different methods and devices, and the defect of real-time continuous measurement cannot be realized. To develop a device for measuring pore water pressure in the vacuum preloaded foundation reinforcement area, it can realize the use of a The sensor achieves the purpose of real-time continuous measurement of excess pore water pressure, vacuum degree of soil surface and groundwater level under negative pressure conditions

Method used

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  • Pore water pressure measuring device in foundation stabilization zone
  • Pore water pressure measuring device in foundation stabilization zone

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Embodiment Construction

[0009] The present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments. figure 1 It is a structural diagram of a pore water pressure measuring device in a foundation reinforcement area of ​​the present invention. The device is composed of a pore water pressure sensor that can measure negative pressure, a sensor cable, a secondary instrument, and an automatic data acquisition system; firstly, a vertical drainage channel 7 is set in the soil body 6 that needs to be reinforced, and then according to the corresponding technical regulations, According to the standard and design requirements, the pore water pressure sensor 1 capable of measuring negative pressure is buried at different depths of the soil body 6, and the sensor cable 2 is led out of the reinforcement area to facilitate the connection with the secondary instrument 3. The position is well protected; 30cm to 50cm thick sand cushion layer 8 is laid on...

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Abstract

The invention relates to a foundation under embankment inner pore water pressure measurement device which consists of a pore water pressure sensor, a sensor cable, a secondary instrument and a data automatic collection system; before soil reinforcement, the pore water pressure sensor is embedded through a method which conforms to relevant technical specifications, codes and design requirements, the sensor cable is led outside the foundation under embankment to protect the joint with the secondary instrument, and then the soil is reinforced through a preset reinforcing method; during the reinforcement process, the data automatic collection system connected with the secondary instrument can be adopted to sense the pressure of the pore water pressure sensor according to a certain frequency, so as to measure the internal pore water pressure of the soil in real time in different phases and different pressure ranges.

Description

technical field [0001] The invention relates to a measuring device for pore water pressure in a foundation reinforcement area in foundation engineering. In particular, it relates to the measurement of pore water pressure under the conditions of vacuum preloading, combination of surcharge and vacuum preloading, and foundation treatment and reinforcement area by vacuum dewatering plus vibration method, and the range of pore water pressure changes from positive pressure to negative pressure. Background technique [0002] The change of pore water pressure is one of the important parameters that need to be measured in the ground treatment of vacuum preloading, combined surcharge and vacuum preloading, and vacuum dewatering plus vibration. On the one hand, the change of pore water pressure can reflect the adoption of various reinforcement measures The formation, dissipation and vacuum transmission of excess pore water pressure in the soil during the treatment of the foundation can...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D1/00G01L11/00E02D3/10E02D3/046
Inventor 郭爱国孔令伟
Owner INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI
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