A fracture seepage tester under the action of high water head and high stress

A high-stress, high-head technology, applied in the field of hydraulic engineering, can solve the problems that the engineering reality is far apart, and the conditions and processes of crack filling under different graded soils cannot be reflected from the mesoscopic point of view.

CN107703035BInactive Publication Date: 2020-05-05CHINA INST OF WATER RESOURCES & HYDROPOWER RES
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Publication Date
2020-05-05
Estimated Expiration
Not applicable · inactive patent

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Abstract

The invention discloses a crack seepage tester under effects of high water head and high stress. The tester comprises a test groove, a front water collection tank, a rear water collection tank, and avertical pressure device. The front water collection tank and the rear water collection tank are connected to two opposite lateral walls of the test groove respectively and apply horizontal pressure on the test groove. The vertical pressure device is arranged above the test groove and applies vertical pressure on the test groove. Through the provided tester, the water-force coupled seepage characteristics of cracks in a diaphragm wall in a deep overburden layer and soil-stone of foundation can be well studied. The research results can more accord with the actual situation. Scientific references and technical support are provided for the reinforcement of diaphragm wall and seepage-proofing design of deep overburden layer.
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Description

technical field

[0001] The invention belongs to the technical field of hydraulic engineering, and in particular relates to a crack seepage tester under the action of high water head and high stress. Background technique

[0002] Deep overburden is a complex geological condition often encountered in the development of hydropower projects in southwest mountainous areas in my country in recent years, with a thickness of tens to hundreds of meters. At present, the seepage control of this type of foundation mostly adopts the vertical anti-seepage method, and the concrete anti-seepage wall is the first choice and the most reliable engineering measure.

[0003] However, the thinner wall thickness of the concrete cutoff wall is very easy to cause different cracks during the construction and operation period due to various reasons: during the construction of the cutoff wall, due to the complex foundation conditions and poor quality of clay mud Problems such as construction technolog...

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Embodiment Construction

[0036] The present invention will be described in further detail below in conjunction with the accompanying drawings and specific embodiments.

[0037] In order to solve the seepage characteristics of the cut-off wall after cracking under the coupling action of high water head and high stress in the deep overburden layer, a crack seepage tester under the action of high water head and high stress is invented and provided, which can be used to study concrete The evolution mechanism of local seepage after cracks in cut-off walls reveals the influence of high stress, high hydraulic gradient, crack opening, roughness, number of cracks, and filling conditions on crack seepage.

[0038] refer tofigure 1 , shows a schematic structural view of the fracture seepage tester under the action of high water head-high stress in an embodiment of the present invention, including a test tank 1, a front water collection box 30, a rear water collection box 23 and a longitudinal pressurization devic...