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A spatio-temporal dynamic evaluation method for the safety behavior of soil slopes under rainfall conditions

A soil slope, spatiotemporal dynamic technology, applied in excavation, foundation structure testing, construction, etc., can solve problems such as the inability to truly realize the spatiotemporal dynamic evaluation of the dangerous situation of the slope, and the inability to truly consider the spatiotemporal change of the research object, and to improve early warning. The effect of forecasting accuracy, improving accuracy and reliability

Inactive Publication Date: 2016-10-19
TONGJI UNIV
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Problems solved by technology

However, most of these research results at home and abroad belong to static evaluation methods, which cannot really consider the temporal and spatial changes of the research objects, that is, cannot truly realize the temporal and spatial dynamic evaluation of slope hazards.

Method used

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  • A spatio-temporal dynamic evaluation method for the safety behavior of soil slopes under rainfall conditions
  • A spatio-temporal dynamic evaluation method for the safety behavior of soil slopes under rainfall conditions
  • A spatio-temporal dynamic evaluation method for the safety behavior of soil slopes under rainfall conditions

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Embodiment

[0038] Such as figure 1 As shown, a method for evaluating the safety behavior of soil slopes in time and space under rainfall conditions includes the following steps:

[0039] Step S1, through the on-site drilling of the slope body, the indoor permeability test of the unsaturated soil is carried out to obtain the permeability coefficient and suction of the soil, and the rheological model of the soil is fitted through the triaxial rheological test of the soil , including the following steps:

[0040] S101, drilling and coring at the slope body site to obtain unsaturated rock and soil samples.

[0041] S102. Obtain the permeability coefficient K of the soil through the indoor permeability test of unsaturated soil w 、K ws (Kw and K ws are soil unsaturated permeability coefficient and saturated permeability coefficient) and suction (u a -u w )(u a is the soil pore air pressure, u w is the soil pore water pressure).

[0042] S103, using a soil triaxial rheological test mac...

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Abstract

The invention relates to a spatiotemporal dynamic evaluation method for the soil slope safety state under the rainfall condition. The method comprises the following steps that firstly, a side slope body is sampled, and osmotic coefficient, suction force and a rheological model of a soil body are obtained; secondly, the maximum potential damage trend surface of the slope under the rainfall condition is determined; thirdly, a monitoring point is set, and real-time rainfall work condition data are obtained; fourthly, real-time displacement and transformation data of the monitoring point are obtained; fifthly, calculation parameters of a long-term rheological model of the slope under the rainfall and dry-wet circulation function are obtained; sixthly, the safety coefficient of the soil slope under the real-time rainfall work condition is calculated; and seventhly, the dynamic evaluation is carried out on the safety state of the soil slope under the rainfall condition. Compared with the prior art, the problem of the temporal and spatial variation of a research object is taken into consideration, the precision and reliability degree of the spatiotemporal dynamic evaluation on the safety state of the soil slope under the rainfall condition are improved, and the beneficial effects that more reasonable quantification is achieved, and early warning and forecasting are more convenient are achieved.

Description

technical field [0001] The invention relates to a dynamic evaluation method for slope safety, in particular to a space-time dynamic evaluation method for the safety behavior of soil slopes under rainfall conditions. Background technique [0002] China is one of the countries with the worst landslides in the world. Only in the six years from 2006 to 2011, there were 157,927 landslides in the whole country. In recent years, China's annual economic losses caused by landslide disasters are more than 1 billion US dollars. In 2009, there were only 16 super-large and large-scale landslide disasters across the country, with direct economic losses reaching 190 million yuan; in 2011, there were 7 major landslide disasters with more than 10 people dead, missing, or direct economic losses of more than 100 million yuan, with direct economic losses of more than 100 million yuan. Loss of 599 million yuan. Landslide disasters not only cause huge economic losses, but also seriously endang...

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D33/00E02D17/20
Inventor 许建聪
Owner TONGJI UNIV
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