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Reinforcing and surcharge structure used for preventing deep soft foundation dump against floor heave and instability

A technology for dumping and soft foundations, which is applied in infrastructure engineering, soil protection, geotextiles, etc., can solve the problem of no safety treatment method, and achieve the goal of increasing overall stability, enhancing effect, and saving investment in governance. Effect

Inactive Publication Date: 2020-08-11
SINOSTEEL MAANSHAN INST OF MINING RES
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

The research shows that the base strength of the thick and soft hillside determines the dump volume and safety of the dump, but this paper does not give a specific safety treatment method during the dumping of the dump on the thick and soft base

Method used

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  • Reinforcing and surcharge structure used for preventing deep soft foundation dump against floor heave and instability
  • Reinforcing and surcharge structure used for preventing deep soft foundation dump against floor heave and instability
  • Reinforcing and surcharge structure used for preventing deep soft foundation dump against floor heave and instability

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Embodiment Construction

[0029] In order to better describe the present invention, a reinforcement and surcharge structure for preventing floor drum instability in deep soft foundation dumps according to the present invention will be further described in detail below in conjunction with the accompanying drawings.

[0030] Depend on figure 1 The vertical and horizontal consolidated drainage system schematic diagram of the shown method of the present invention adopted at the deep soft ground and combined figure 2 , image 3 It can be seen that a reinforcement and surcharge structure for deep soft foundation dumps to prevent floor drum instability in the present invention is composed of a combination of vertical-horizontal consolidation drainage system, layered surcharge preloading and backpressure system :

[0031] The vertical-horizontal consolidation drainage system is composed of crushed stone piles 3, geotextile 2, and crushed stone cushion 1. The crushed stone piles 3 are mechanically formed int...

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Abstract

The invention discloses a reinforcing and surcharge structure used for preventing a deep soft foundation dump against floor heave and instability. The reinforcing and surcharge structure used for preventing the deep soft foundation dump against floor heave and instability is composed of a vertical-horizontal consolidated drainage system and a hierarchical surcharge preloading and counter pressingsystem. The vertical-horizontal consolidated drainage system is jointly composed of gravel piles (3), geotextile (2) and a gravel cushion layer (1). The hierarchical surcharge preloading and counterpressing system is located on the upper part of the deep soft foundation gravel pile vertical-horizontal consolidated drainage system and adopts large stone blocks, gravel and or broken stone materials to conduct graded surcharge preloading. According to the reinforcing and surcharge structure used for preventing the deep soft foundation dump against floor heave and instability, an effective drainage channel can be provided for saturated silts and other fine particle materials scoured on the downstream side of the dump, the internal drainage time of the soft foundation is shortened, consolidation of the saturated soft foundation is accelerated, the rock-soil mechanics index and bearing capacity of the base soft foundation are improved, the stability of the bearing capacity of the soft foundation in the surcharge preloading process is effectively improved and controlled, the internal floor heave is prevented, and settlement due to uneven inner stress is prevented.

Description

technical field [0001] The invention belongs to the technical field of dump site safety disposal, and in particular relates to a treatment method for deep and soft foundations of dump sites, which is particularly suitable for thick rainwater alluvial deposits at the slope foot of the dump site, which may easily cause the bottom of the dump site Security governance for instability and destruction. Background technique [0002] In recent years, with the development of open-pit mining technology, the production scale of mines has become larger and larger, and the amount of soil (rock) discharged from mines has also increased. Geological problems even pose a serious threat to the personal and property safety of downstream residents. Especially in extreme weather, the slope toe of the dump site is often washed by rainwater, thereby accumulating thicker fine-grained materials such as saturated sediment, which poses a serious safety hazard to the later discharge of soil at the slo...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D3/10E02D3/08E02D3/00
CPCE02D3/005E02D3/08E02D3/10E02D3/106E02D2300/0084E02D2300/0085
Inventor 许传华赵蒙生朱君星吴小刚秦柯唐恺张春
Owner SINOSTEEL MAANSHAN INST OF MINING RES
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