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| 透明土及其在岩土工程模型试验中的应用研究进展 | |
| 引用本文： | 陈永辉,齐昌广,王新泉,陈龙.透明土及其在岩土工程模型试验中的应用研究进展[J].水利水电科技进展,2011,31(6):69-73. |
| 作者姓名： | 陈永辉 齐昌广 王新泉 陈龙 |
| 作者单位： | 1. 河海大学岩土力学与堤坝工程教育部重点实验室,江苏南京210098;河海大学岩土工程科学研究所,江苏南京210098;河海大学水资源高效利用与工程安全国家工程研究中心,江苏南京210098 2. 河海大学岩土力学与堤坝工程教育部重点实验室,江苏南京210098;河海大学岩土工程科学研究所,江苏南京210098 3. 浙江大学城市学院,浙江杭州,310015 |
| 基金项目： | 国家自然科学基金(51178160); 中央高校基本科研业务费专项(2011B02714); 江苏省普通高校研究生科研创新计划(CXZZ11-0430) |
| 摘 要： | 介绍人工合成透明土体的发展及其在岩土工程模拟试验、土体连续变形测量方面的应用。结合离心机模型试验和数字图像处理技术在国内的发展,对实现由离心机、数字图像技术和透明土模型结合而成的非介入离心机模型试验进行了可行性分析,认为目前已具备开展非介入离心机模型试验的条件。 |
| 关 键 词： | 透明土 岩土工程 模型试验 非介入测量技术 |
| 修稿时间： | 2011/12/23 0:00:00 |
Overview on transparent soil and its application in model tests in geotechnical engineering |
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| CHFN Yong-hui,QI Chang-guang,WANG Xin-quan,CHEN Long.Overview on transparent soil and its application in model tests in geotechnical engineering[J].Advances in Science and Technology of Water Resources,2011,31(6):69-73. | |
| Authors: | CHFN Yong-hui QI Chang-guang WANG Xin-quan CHEN Long |
| Affiliation: | CHEN Yong-hui1,2,3,QI Chang-guang1,WANG Xinquan4,CHEN Long1,2(1.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing 210098,China,2.Geotechnical Research Institute,3.National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety,4.City College,Zhejiang University,Hangzhou 310015,China) |
| Abstract: | The development of transparent synthetic soil and its application in model tests and deformation measurements in geotechnical engineering were introduced.Based on the development of the centrifugal model tests and the digital image processing technology in China,the feasibility was analyzed of realizing non-intrusive centrifugal model test by the combination of centrifuge,digital image technique and transparent soil model.The results show that the conditions for the non-intrusive centrifugal model tests hav... |
| Keywords: | transparent soil geotechnical engineering model test non-intrusive measuring technology |
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