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RECLAMATION MANAGEMENT METHOD AND RECLAMATION MANAGEMENT SYSTEM
To estimate the settlements of both an original ground and a reclamation material to be fed.SOLUTION: Consolidation settlement characteristics and a three-dimensional shape are identified for an original ground G. The physical property of a reclamation material 2 to be fed to a reclamation region A is measured, and consolidation settlement characteristics corresponding to the measured physical property are identified. The settlements of the original ground G and the reclamation material 2 on a designated date are estimated on the basis of the three-dimensional shape of a surface of the original ground G, the deposition shape of the reclamation material 2 fed to the reclamation region A, and the consolidation settlement characteristics corresponding to the fed reclamation material 2.SELECTED DRAWING: Figure 1
【課題】原地盤と投入する埋立材の沈下量をそれぞれ推定する。【解決手段】原地盤Ｇについて、圧密沈下特性と３次元形状を特定する。埋立領域Ａに投入する埋立材２の物性を測定し、測定した物性に対応した圧密沈下特性を特定する。原地盤Ｇの圧密沈下特性、原地盤Ｇの表面の３次元形状、埋立領域Ａに投入された埋立材２の堆積形状、投入した埋立材２に対応した圧密沈下特性に基づいて、指定された日時における原地盤Ｇ及び埋立材２の沈下量を推定する。【選択図】図１
RECLAMATION MANAGEMENT METHOD AND RECLAMATION MANAGEMENT SYSTEM
To estimate the settlements of both an original ground and a reclamation material to be fed.SOLUTION: Consolidation settlement characteristics and a three-dimensional shape are identified for an original ground G. The physical property of a reclamation material 2 to be fed to a reclamation region A is measured, and consolidation settlement characteristics corresponding to the measured physical property are identified. The settlements of the original ground G and the reclamation material 2 on a designated date are estimated on the basis of the three-dimensional shape of a surface of the original ground G, the deposition shape of the reclamation material 2 fed to the reclamation region A, and the consolidation settlement characteristics corresponding to the fed reclamation material 2.SELECTED DRAWING: Figure 1
【課題】原地盤と投入する埋立材の沈下量をそれぞれ推定する。【解決手段】原地盤Ｇについて、圧密沈下特性と３次元形状を特定する。埋立領域Ａに投入する埋立材２の物性を測定し、測定した物性に対応した圧密沈下特性を特定する。原地盤Ｇの圧密沈下特性、原地盤Ｇの表面の３次元形状、埋立領域Ａに投入された埋立材２の堆積形状、投入した埋立材２に対応した圧密沈下特性に基づいて、指定された日時における原地盤Ｇ及び埋立材２の沈下量を推定する。【選択図】図１
RECLAMATION MANAGEMENT METHOD AND RECLAMATION MANAGEMENT SYSTEM
埋立管理方法及び埋立管理システム
KUMAGAI TAKAHIRO (author) / KOTOURA TAKESHI (author)
2020-07-09
Patent
Electronic Resource
Japanese
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