{"_buckets": {"deposit": "57031fee-cea2-45a0-a3dd-a740cd612c3b"}, "_deposit": {"id": "6963", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "6963"}, "status": "published"}, "_oai": {"id": "oai:nagoya.repo.nii.ac.jp:00006963"}, "item_10_alternative_title_19": {"attribute_name": "\u305d\u306e\u4ed6\u306e\u8a00\u8a9e\u306e\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_alternative_title": "DELAYED COMPRESSION OBSERVED IN THE LAND SUBSIDENCE DUE TO DEWATERING"}]}, "item_10_biblio_info_6": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2003-09", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "III-64", "bibliographicPageEnd": "103", "bibliographicPageStart": "89", "bibliographicVolumeNumber": "743", "bibliographic_titles": [{"bibliographic_title": "\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6"}]}]}, "item_10_description_4": {"attribute_name": "\u6284\u9332", "attribute_value_mlt": [{"subitem_description": "\u5730\u4e0b\u6c34\u63da\u6c34\u306b\u8d77\u56e0\u3059\u308b\u81ea\u7136\u4f53\u7a4d\u7c98\u571f\u5730\u76e4\u306e\u5727\u5bc6\u6c88\u4e0b\u306e\u8af8\u7279\u5fb4\u3092\u8abf\u3079\u305f\u3002\u81ea\u7136\u5806\u7a4d\u306e\u7c98\u571f\u5730\u76e4\u306f\u3001\u3064\u306d\u306b\u82e5\u5e72\u904e\u5727\u5bc6\u3067\u3001\u3057\u304b\u3082\u305f\u3044\u3066\u3044\u306f\u300c\u69cb\u9020\u300d\u304c\u767a\u9054\u3057\u3066\u3044\u308b\u3002\u5f3e\u5851\u6027\u69cb\u6210\u5f0f\u306b\u306f\u3001\u30ab\u30e0\u30af\u30ec\u30a4\u30e2\u30c7\u30eb\u306b\u4e0b\u8ca0\u8377\u9762\u30fb\u4e0a\u8ca0\u8377\u9762\u3092\u5c0e\u5165\u3057\u305f\u3082\u306e\u3092\u7528\u3044\u3001\u5851\u6027\u5909\u5f62\u306e\u9032\u5c55\u306b\u4f34\u3046\u904e\u5727\u5bc6\u306e\u55aa\u5931\u3068\u69cb\u9020\u306e\u52a3\u5316\u3092\u8868\u73fe\u3067\u304d\u308b\u3088\u3046\u306b\u3057\u305f\u3002\u4e00\u9023\u306e\u5727\u5bc6\u8a08\u7b97\u306b\u3088\u308c\u3070\u3001\u5730\u4e0b\u6c34\u4f4d\u4f4e\u4e0b\u304c\u3042\u308b\u95be\u5024\u3092\u8d8a\u3048\u3066\u9577\u304f\u6301\u7d9a\u3059\u308b\u3068\u304d\u306f\u3001\u7c98\u571f\u306e\u9aa8\u683c\u69cb\u9020\u306e\u52a3\u5316\u306b\u3088\u3063\u3066\u5851\u6027\u5727\u7e2e\u306b\u3082\u304b\u304b\u308f\u3089\u305a\u8edf\u5316\u304c\u8d77\u3053\u308a\u3001\u3053\u308c\u304c\u539f\u56e0\u3068\u306a\u3063\u3066\u6642\u9593\u9045\u308c\u3067\u5927\u6c88\u4e0b\u304c\u73fe\u308c\u308b\u3053\u3068\u304c\u5206\u304b\u3063\u305f\u3002\u307e\u305f\u591a\u5c64\u7cfb\u5730\u76e4\u306e\u3068\u304d\u306f\u3001\u5730\u4e0b\u6c34\u4f4d\u4f4e\u4e0b\u306e\u5f71\u97ff\u304c\u4e0b\u5c64\u306e\u7c98\u571f\u306b\u53ca\u3076\u306e\u306b\u6642\u9593\u304c\u304b\u304b\u308a\u3001\u3053\u306e\u305f\u3081\u73fe\u5728\u304b\u308a\u306b\u5730\u76e4\u4f4e\u4e0b\u304c\u6c88\u9759\u5316\u3057\u3066\u3044\u3066\u3082\u3001\u5c06\u6765\u9045\u308c\u3066\u5927\u6c88\u4e0b\u306e\u53ef\u80fd\u6027\u304c\u3042\u308b\u3053\u3068\u3082\u793a\u3057\u305f\u3002One-dimensional numerical simulations of land subsidence due to dewatering were preformed based on the soil-water coupled finite deformation analysis. Naturally deposited soils are usually at overconsolidated state and those soils are mostly at structured state. In order to express loss of overconsolidation and decay of soil structure with loading, the super-subloading surfaces were introduced to the Cam-clay model. The following findings were obtained : (1) when dewatering exceeds a certain level, delayed consolidation with huge settlement is observed, which is concluded as the results of plastic softening of soils with plastic volume compression. (2) When multi-layered system is the case, delayed compression/consolidation of lower layers may occur even after the finish of the settlement of upper layers. 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