大直径圆筒码头结构土压力性状模型试验

大直径圆筒码头结构土压力性状模型试验 English Version

同济大学地下建筑与工程系；浙江大学岩土工程研究所；交通部天津水运工程科学研究所上海200092.福建建筑高等专科学校；福建福州350007；浙江杭州310027；天津300456；

1. Department of Geotechnical Engineering Tongji University Shanghai 200092 China 2.Fujian College of Architecture and Civil Engineering Fuzhou 350007 China 3.Institute of Geotechnical

摘要: 详细说明了大直径圆筒码头结构的模型试验布置、量测和试验方法。通过室内模型试验 ,研究大直径圆筒码头结构在不同的筒高、筒高与筒径之比、埋深与筒高之比、基床垫层等条件下 ,圆筒内外侧土压力、筒体基底反力的分布规律。
- 大直径圆筒结构 /
- 码头结构 /
- 土压力 /
- 模型试验
Abstract: Taking into account the different conditions such as cylinder diameter,the ratio of cylinder height to diameter,the ratio of cylinder diameter to embedded depth, and different foundation, a series of model tests are carried out to study the behaviour of foundation pressure and the earth pressure distributions along the inside and outside of cylindrical wharf structure with large diameter. Firstly,the test model and test method are presented in detail. And then earth pressure distributions along the different sides of cylinder and foundation pressure are expounded.
- cylindrical structure with large diameter /
- wharf structure /
- earth pressure /
- model test