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Correction method for foundation bearing capacity characteristic value

A technology of characteristic value of bearing capacity and foundation bearing capacity, which is applied in foundation structure test, foundation structure engineering, construction, etc., to achieve the effect of accurate plate load test results and reliable data basis

Inactive Publication Date: 2018-09-07
BEIJING MUNICIPAL ENG RES INST +1
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

Through a large number of literature reviews, there has been no report of the same published technical literature on the correction method of the characteristic value of the foundation bearing capacity measured by the plate load test.

Method used

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  • Correction method for foundation bearing capacity characteristic value
  • Correction method for foundation bearing capacity characteristic value
  • Correction method for foundation bearing capacity characteristic value

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Embodiment Construction

[0035] The specific implementation manners of the present invention will be further described in detail below in conjunction with the accompanying drawings.

[0036] The following description and drawings illustrate specific embodiments of the invention sufficiently to enable those skilled in the art to practice them. Other embodiments may incorporate structural, logical, electrical, process, and other changes. The examples merely represent possible variations. Individual components and functions are optional unless explicitly required, and the order of operations may vary. Parts and features of an embodiment may be included in or substituted for those of other embodiments. The scope of embodiments of the present invention includes the full scope of the claims, and all available equivalents of the claims. These embodiments of the present invention may be referred to herein, individually or collectively, by the term "invention", which is for convenience only and is not inten...

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Abstract

The invention provides a correction method for the foundation bearing capacity characteristic value. The correction method comprises the steps that (1) a flat plate loading test is carried out; (2) aload settlement curve is drawn; (3) the foundation characteristic bearing capacity is determined according to the types of the load settlement curve; (4) the different types of the foundation bearingcapacity are corrected by adopting corresponding correction formulas; and (5) the accurate foundation bearing capacity characteristic value is obtained. According to the correction method, by utilizing the characteristic bearing capacity correction formulas, the foundation bearing capacity obtained under the different foundation conditions and through the loading test of flat plates with the different specifications is corrected, the result of the flat plate loading test is more precise, more standard and more unified, and the reliable data basis is provided for basic design of a building foundation.

Description

technical field [0001] The invention relates to the technical field of in-situ measurement of foundation bearing capacity, in particular to a method for correcting characteristic values ​​of foundation bearing capacity. Background technique [0002] The plate load test is to keep the natural state of the foundation soil, apply static loads to the foundation soil step by step on a certain area of ​​the bearing plate, observe the foundation settlement under the loads of each level, and draw the load-settlement curve according to the test results. An in situ testing method for determining the bearing capacity of foundations and their deformation characteristics. The plate load test is equivalent to simulating the working conditions of the building foundation in the test, so it has the advantages of directness, intuition and reliable data. It is currently the most important method for determining the bearing capacity of the foundation and its deformation characteristics in vario...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D33/00
CPCE02D33/00
Inventor 柳飞吴炼石
Owner BEIJING MUNICIPAL ENG RES INST
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