沖積層粘土의 沈下特性에 關한 硏究 (基1) : 洛東江, 蔚山 太和江, 釜田川의 河口平野를 中心으로 = A study On the Settlement Characteristics of Alluvial deposit clay Soils

국문 초록 (Abstract)

本論文은 沙上의 工業團地造成, 蔚山의 産業道路策造 및 都市形成과 釜田川의 凡一地區 計劃等에 따른 基礎地盤調査와 最終沈下量 그리고 沈下에 經過하는 時間推定의 硏究이다.
첫째로, 現地의 土性 및 狀態把握과 土層의 構成 및 地盤圖의 調査
둘째로, 推定되는 沈下量에 對한 一次 壓密比와 休積壓縮係數 및 壓密指數와 WL~Cc에 對한 究明을 目的으로 한다.
卽 이러한 要旨로써 綜合的인 沖積層粘土의 試驗結果는 土質力學上 重要한 意味를 內包하고 있으며, 河口平野와 內陸地方, 나아가서는 外國의 沖積層粘土의 沈下現象과 比較하여 그 特性을 알고자 한다.

다국어 초록 (Multilingual Abstract)

The essontial points of the Following Contents are Study Concerning manufacturing Sa-Sang district in industrial highway on Ui-san City and City planing brock of the Bumil district. Including the general Survey of Settlement rate and, the Values.
Characterizing the alluvial Clay Soil, sample being taken above First, the Lab-test Concerning are quality and State of the Spot & Construction of Soil layer. Secondary, It is the purpose of the Counter-Measure against of One dimensional Consolidation ratio between Coeffieient of Valume Conpressibility and Consol idation Index between Coefficient of permeability on Clay Sub-ground to the expecting Settlement rate So that. the result of general testment Concerning alluvial deposit clay Soils. has an imprtant Value on Soil Mechanics, accordingly it Will no doubt be a help to the founders who are looking for the Counter-measure against the Settelement of Clay Sub-ground

목차 (Table of Contents)

• 要 旨
• Sammary
• Ⅰ. 序 言
• Ⅱ. 地質調査 및 試驗
• Ⅲ. 考 察
• Ⅳ. 壓密沈下의 計算
• Ⅴ. 結 論
• 引用文獻