MediaWiki API result
This is the HTML representation of the JSON format. HTML is good for debugging, but is unsuitable for application use.
Specify the format parameter to change the output format. To see the non-HTML representation of the JSON format, set format=json.
See the complete documentation, or the API help for more information.
{
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"continue": {
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"continue": "-||"
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"query": {
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"params": {},
"type": "create",
"action": "create",
"user": "Jzellat",
"timestamp": "2023-10-05T16:55:41Z",
"comment": "Roboto Condensed Webfont"
},
{
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"action": "upload",
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"timestamp": "2023-10-05T16:55:41Z",
"comment": "Roboto Condensed Webfont"
},
{
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"title": "File:Roboto-Regular-webfont.woff",
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"params": {},
"type": "create",
"action": "create",
"user": "Jzellat",
"timestamp": "2023-10-05T16:47:03Z",
"comment": "web fonts for site use"
},
{
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"title": "File:Roboto-Regular-webfont.woff",
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"logpage": 99,
"params": {
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},
"type": "upload",
"action": "upload",
"user": "Jzellat",
"timestamp": "2023-10-05T16:47:03Z",
"comment": "web fonts for site use"
},
{
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"title": "Template:InfoboxNoImage",
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"params": {},
"type": "create",
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"user": "Jzellat",
"timestamp": "2023-09-07T18:31:31Z",
"comment": "Created Infobox Template with no image"
},
{
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"ns": 0,
"title": "Wick Drain Guide Specification (Method) - First Edition",
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"logpage": 97,
"params": {},
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"user": "Jzellat",
"timestamp": "2023-09-07T18:23:11Z",
"comment": "CSV import"
},
{
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"title": "5.22 Frost Heave",
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"params": {},
"type": "create",
"action": "create",
"user": "Jzellat",
"timestamp": "2022-11-14T22:26:11Z",
"comment": "Added redirect to this page: https://dfi-library.org/index.php/Section_5.22_Frost_Heave"
},
{
"logid": 152,
"ns": 0,
"title": "5.22 Frost Heave",
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"logpage": 94,
"params": {},
"type": "delete",
"action": "delete",
"user": "Mburpee",
"timestamp": "2022-11-11T07:17:31Z",
"comment": "missed a word in the title"
},
{
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"title": "Section 5.22 Frost Heave",
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"params": {},
"type": "create",
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"user": "Mburpee",
"timestamp": "2022-11-11T07:15:32Z",
"comment": "Created page with \"The design foundation lengths required to resist uplift against ground heave and structural uplift can be calculated from the soil side resistance below the frost zone. The depth of frost penetration and adfreeze bond strength is used to determine the ground heave portion of the load to be resisted. Published adfreeze values generally range from 10 psi to 20 psi, with some silts ranging as high as 45 psi. Many foundations have been installed according to the Tsytovic...\""
},
{
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"title": "5.22 Frost Heave",
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"params": {},
"type": "create",
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"user": "Mburpee",
"timestamp": "2022-11-10T22:07:48Z",
"comment": "Created page with \"The design foundation lengths required to resist uplift against ground heave and structural uplift can be calculated from the soil side resistance below the frost zone. The depth of frost penetration and adfreeze bond strength is used to determine the ground heave portion of the load to be resisted. Published adfreeze values generally range from 10 psi to 20 psi, with some silts ranging as high as 45 psi. Many foundations have been installed according to the Tsytovic...\""
}
]
}
}