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Fill valley foundation settlement inversion method based on centrifugal model test

A technology of centrifugal model test and foundation settlement, which is applied to measurement devices, instruments, surveying and mapping, and navigation, etc., can solve problems such as construction interference, analysis of unfavorable settlement incentives, and high cost, so as to achieve concise inversion ideas and easy popularization and use. , the effect of clear boundary conditions

Active Publication Date: 2020-08-11
CHINA JK INST OF ENG INVESTIGATION & DESIGN
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Problems solved by technology

[0004] In the process of existing engineering practice, builders often only pay attention to the settlement of the newly filled body and ignore the settlement of the original valley foundation. Moreover, the traditional on-site monitoring method is not only time-consuming and laborious, but also expensive and significantly disturbed by construction. It is separated and peeled off from the settlement of the original valley foundation, which is not conducive to the analysis of specific settlement causes

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  • Fill valley foundation settlement inversion method based on centrifugal model test
  • Fill valley foundation settlement inversion method based on centrifugal model test
  • Fill valley foundation settlement inversion method based on centrifugal model test

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Embodiment Construction

[0041] Such as Figure 1 to Figure 4 Shown, the foundation settlement inversion method of fill valley based on centrifugal model test of the present invention, comprises the following steps:

[0042] Step 1. Obtain the profile parameters of the solid filling project: survey the valley terrain of the solid filling project to obtain the profile parameters of the solid filling project, and the profile parameters of the solid filling project include the valley height, valley slope and valley bottom of the solid filling project width;

[0043] It should be noted that, under the condition of the same gully geometry and filling soil properties, the settlement of the filling soil under the two gully conditions under its own weight is basically the same. The relationship between the prototype and the model is in an equal stress state, and the deformation and failure processes of the two can remain similar.

[0044] Step 2. Make a model box and conduct a centrifugal model test on the ...

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Abstract

The invention discloses a fill valley foundation settlement inversion method based on a centrifugal model test. The method comprises the steps of 1, obtaining solid fill engineering profile parameters; 2, manufacturing a model box, and carrying out a centrifugal model test on the model box to obtain model filling settlement data; 3, manufacturing a rigid valley foundation model box, and carrying out a centrifugal model test on the rigid valley foundation model box to obtain model filling settlement data; 4, manufacturing a flexible valley foundation model box, and carrying out a centrifugal model test on the flexible valley foundation model box to obtain model filling settlement data; and 5, carrying out settlement inversion on the original valley foundation of the fill project. Accordingto the method, the long-term deformation of the original valley and the later-period filling soil can be visually displayed in a short time, the model boundary condition is clear, the inversion idea is concise, the additional settlement interval value of the original valley foundation of the fill engineering under the action of the overlying filling soil load can be rapidly obtained, and the method can be used as an auxiliary means for fill engineering design and engineering settlement prediction.

Description

technical field [0001] The invention belongs to the technical field of subsidence measurement of original valley foundations of filling engineering, and in particular relates to a settlement inversion method of foundations of filling valleys based on a centrifugal model test. 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", "rectifying ditches and creating land", and "protecting plains in Gumao" have become one of the important decision-making and development directions for the development, utilization and reserve protection of my country's land resources. [0003] The settlement and deformation of the filling and land reclamation project directly determine the start time and construction sequence of the follow-up construction project...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01C5/00
CPCG01C5/00
Inventor 郑建国曹杰张继文周远强王云南张凯梁小龙
Owner CHINA JK INST OF ENG INVESTIGATION & DESIGN
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