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Detection method of bearing capacity of big tonnage full sized foundation in simulated conditions

A technology of foundation bearing capacity and detection method, which is applied in the direction of foundation structure engineering, foundation structure test, construction, etc., to achieve the effect of reducing foundation treatment links, simple construction and convenient installation.

Inactive Publication Date: 2012-09-05
CHINA NAT OFFSHORE OIL CORP +2
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007]2. If the existing bearing capacity detection method needs to obtain a deeper level of site bearing capacity, it needs to excavate the site, which increases the need for foundation treatment of the non-slide area of ​​the module link
[0008]3. Existing bearing capacity testing methods are greatly affected by geological conditions

Method used

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  • Detection method of bearing capacity of big tonnage full sized foundation in simulated conditions
  • Detection method of bearing capacity of big tonnage full sized foundation in simulated conditions
  • Detection method of bearing capacity of big tonnage full sized foundation in simulated conditions

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Embodiment Construction

[0045] The invention is based on the principle of soil mechanics, so that the depth of influence of the pier on the ground is close to the actual situation of the construction of marine engineering structures, and the actual load condition can be simulated. The present invention prefabricates a 3m*3.5m pier (steel or reinforced concrete, depending on the load capacity) suitable for the actual requirement size as required, in addition, it is exactly a prefabricated load-bearing steel girder.

[0046] The present invention comprises the following steps:

[0047] 1. Investigation stage: Investigate the geological conditions of the area to be tested, form the geological conditions and data of the surveyed area into a geological survey report, and perform simple calculations to estimate the foundation bearing capacity of the detection area through relevant formulas. At the same time, according to the "Geotechnical According to the provisions of "Code for Engineering Survey" and "Co...

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Abstract

The invention relates to a detection method for bearing capacity of a big tonnage full sized foundation in simulated conditions, comprising following steps: (1) investigating; (2) preparing; (3) determining the sequences of piles for settlement detection and for heaped load, which can be implemented by the following steps: placing a pile for heaped load (2) in the detection area; placing a plurality of piles for settlement detection (8) on the both side of the pile for heaped load (2), placing a plurality of bearing beams (9) on the piles for settlement detection (8) and the pile for heaped load (2), placing a plurality of displacement sensors (10) on one side of the bearing beams (9); placing a bearing steel plate on a plurality of hydraulic jacks (3); placing a bearing steel beam (4) on the bearing steel plate, placing a plurality of protective piles (11) under the bearing steel beam (4); (4) performing protection operation during settlement detection; (5) loading; (6) unloading; (7) compiling a detection report according to detection results. The invention reduces the steps of foundation processing, realizes construction of ocean engineering structures in non-sliding areas; moreover, implementation of this method is not limited by geological conditions, the detection can be carried out at any place.

Description

technical field [0001] The invention relates to a detection method of foundation bearing capacity, in particular to a large-tonnage full-scale foundation bearing capacity detection method that provides a basis for bearing capacity for the construction of non-slide areas of large structures such as offshore oil platforms. It belongs to the field of offshore oil engineering. [0002] Background technique [0003] In offshore oil development projects, various platforms such as oil production platforms, living platforms, and central processing platforms need to be built offshore. Platforms generally include: offshore engineering blocks, underwater support structures - jackets, single points and other offshore engineering structures. These marine engineering structures are generally prefabricated on land first, and then transported to sea for assembly. With the rapid development of marine engineering, the volume and weight of marine engineering structures are also increasing. E...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D33/00
Inventor 李淑民宋峥嵘李林杨君树
Owner CHINA NAT OFFSHORE OIL CORP
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