Data Base for Geotechnical Properties of Sea Bed and Their Design Parameters

海床岩土特性及其设计参数数据库

• 批准号: 63302046
• 负责人: AKAI Koichi
• 金额: $ 2.62万
• 依托单位: KYOTO UNIVERSITY
• 依托单位国家: 日本
• 项目类别: Grant-in-Aid for Co-operative Research (A)
• 财政年份: 1988
• 资助国家: 日本
• 起止时间: 1988 至 1989
• 项目状态: 已结题
• 来源: https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-63302046/
• 关键词: Sea Bed; Data Base; Applied Programming; Diluvial Clay; Reclamation; Dynamic Properties; Secondary Compression; Differential Settlement; 不等珍下; 海洋開発; データベース; リレーショナルモデル; 堆積環境; 層序; 土質定数; 長期圧密; 動的性質

An sea bed-geotechnical information data base system is developed by use of a relational model. We mainly discuss the general system of this data base for the practical application in design and research works. The data installed are limited In the area of Osaka Port and off-shore area 1 or 2 km apart from the Coastal line of Osaka Bay. According to the application programming of this data base, it is seen that three dimensional illustration of data is recognized as the most valuable expression system. The reliability of the input data is also very important and the cheeking system in the enputting process is investigated.The design parameters for off-shore structures are discussed about dynamic properties of sea bed and differential settlement and longterm consolidation characteristics of reclaimed lands. The former is the dynamic moduli of cohesive soils and the dependency of the dynamic rigidity on the confined stress and void ratio is also investigated. The latter Is mainly considered for the behavior of diluvial clay layers of sea bed and it is seen that the secondary compression rate for the prediction of reclaimed lands should be decided by the longterm consolidation test results.The sea bed-geotechnical information data base could be used in this decision of design parameters effectively.

利用关系模型开发了海底岩土信息数据库系统。我们主要讨论该数据库的总体系统，以供设计和研究工作中的实际应用。安装的数据仅限于大阪港区域以及距大阪湾海岸线1～2公里的近海区域。根据该数据库的应用编程可以看出，数据的三维图示被认为是最有价值的表达系统。输入数据的可靠性也非常重要，并对输入过程中的支撑系统进行了研究。讨论了海床动力特性和围垦地的不均匀沉降和长期固结特性等海上结构的设计参数。前者是粘性土的动态模量，并且还研究了动态刚度对约束应力和孔隙比的依赖性。后者主要考虑海床洪积粘土层的行为，认为填海地预测的二次压缩率应根据长期固结试验结果确定。海床岩土信息数据库可有效地用于设计参数的决定。

项目成果

赤井浩一: 海洋開発論文集. 4. 15-19 (1988)

赤井浩一：海洋开发论文集。4. 15-19 (1988)。

嘉門雅史: 土質工学研究発表会講演集. (1989)

Kamon Masashi：土壤工程研究会议演讲集（1989）。

Matsui, T., Abe, N., etal.: "Viscoplastic Modelling of Time-Dependent Behavior of Clays" Proc. 3rd Int. Num. Models Geomech. pp. 100-107, 1989.

Matsui, T.，Abe, N.，等人：“粘土随时间行为的粘塑性建模”Proc。

赤井浩一、嘉門雅史他: "LongーTerm Consoidation Characteristics of Diuvial Clay in Osaka Bay" Soils and Foundations(発刊予定). (1990)

Koichi Akai、Masashi Kamon 等：“大阪湾 Diuvial Clay 的长期固结特性”土壤和基础（待出版）（1990 年）。

田中康雄他: "Piezocone Testing in Underconsolidated Clay" Canadian Geotechnical Journal. 26. 563-567 (1989)

Yasuo Tanaka 等人：“欠固结粘土中的压锥测试”加拿大岩土工程杂志 26. 563-567 (1989)。