Loess high-fill furrow foundation drainage structure and laying method thereof

A technology of loess high filling and drainage structure, applied in infrastructure engineering, soil protection, construction, etc., can solve the problems of shortening the service life of blind ditch, subsidence of upper construction ground, and large-area subsidence of construction ground, etc., so as to be easy to popularize Use, use effect is good, effect of coarse particle size

Pending Publication Date: 2019-04-12
中国机械设备工程股份有限公司 +1
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  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The natural drainage conditions of the area will be changed after the filling construction of the high loess filling project. If the drainage system is not properly set up in the early stage, the groundwater level will easily rise in the later stage of the project, endangering the stability of the filling body
In particular, the "water-sensitive characteristics" of loess make the entire loess high fill project extremely sensitive to changes in the water environment. When the drainage of the original valley foundation is improperly set, the rise of the water level can easily cause slope instability and large-scale subsidence of the ground. , thus affecting the quality, safety and practicability of the project
[0003] There are two types of b

Method used

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  • Loess high-fill furrow foundation drainage structure and laying method thereof
  • Loess high-fill furrow foundation drainage structure and laying method thereof
  • Loess high-fill furrow foundation drainage structure and laying method thereof

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Embodiment Construction

[0056] Such as Figure 1 to Figure 3 As shown, a kind of loess high-fill ditch foundation drainage structure according to the present invention includes the main blind ditch 9 laid on the original loess foundation 5 along the extension direction of the main ditch in the original ditch terrain and the extension direction of the branch ditch along the original ditch terrain. The secondary blind ditch 10 that is laid on the original loess foundation 5 and connected with the main blind ditch 9, the elevation of the base surface at the position where the secondary blind ditch 10 communicates with the main blind ditch 9 is equal to the elevation of the base surface of the main blind ditch 9 at this position, The secondary blind ditch 10 and the main blind ditch 9 both include an outer geotextile protective layer 1, an interlayer fine-grained gravel filter protection layer 2, an inner geotextile filter layer 3 and an inner core coarse-grained drainage layer laid sequentially from outs...

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Abstract

The invention discloses a loess high-fill furrow foundation drainage structure and a laying method thereof. The drainage structure comprises a main blind ditch laid on an original loess foundation inthe extending direction of a main ditch in an original valley terrain, and a secondary blind ditch laid on the original loess foundation in the extending direction of a branch ditch in the original valley terrain and communicating with the main blind ditch. The elevation of a base surface at a communication position of the secondary blind ditch and the main blind ditch is equal to that of the basesurface of the main blind ditch at the position; and the cross section of the secondary blind ditch and the cross section of the main blind ditch are full-gravel cross sections. The laying method comprises the following steps: 1, cleaning surface soil of the original loess foundation and carrying out topographic survey; 2, constructing the main blind ditch; 3, constructing the secondary blind ditch; 4, communicating the secondary blind ditch with the main blind ditch; 5, investigating whether a steep rock slope exists in the construction area or not; and 6, constructing a vertical drainage blind ditch. The loess high-fill furrow foundation drainage structure is stable in structure, large in porosity, smooth in drainage, high in anti-clogging performance and capable of effectively solvingthe drainage problem of an existing loess high-fill project original valley foundation.

Description

technical field [0001] The invention belongs to the technical field of drainage of loess high-fill ditch foundations, and in particular relates to a drainage structure of loess high-fill ditch foundations and a laying method thereof. Background technique [0002] With the rapid development of my country's economy and the rapid advancement of urbanization, many areas have experienced a shortage of construction land. Under the premise of moderate development, filling projects such as "cutting mountains and filling ditches" and "rectifying ditches to make land" have become one of the important decisions and development directions for the development, utilization and reserve protection of my country's land resources. The high loess fill project will change the natural drainage conditions of the area after the filling construction. If the drainage system is not properly set up in the early stage, the groundwater level will easily rise in the later stage of the project, endangerin...

Claims

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Application Information

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IPC IPC(8): E02D3/10
CPCE02D3/10Y02A30/60
Inventor 张继文曹杰郑建国刘智刘争宏梁小龙张瑞松陈冉升李攀乔建伟王俊茂
Owner 中国机械设备工程股份有限公司
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