| 1. | Centrifuge modeling of failures of cohesive soil slopes
含裂纹缺陷脆性岩石的峰值强度模型 |
| 2. | Code of geotechnical centrifuge model tests
土工离心模型试验规程 |
| 3. | So centrifuge model test technique can be used to forecast consolidation and seepage condition of prototype
因此，利用离心模型技术可以预测原型的固结情况和渗流情况。 |
| 4. | At last , this thesis points out some problems existing in the centrifuge model test technique and estimates the developing trend of this technique
论文最后指出了离心模型试验技术目前存在的一些问题和今后的发展趋势和研究方向。 |
| 5. | Geotechnical centrifuge model tests of a sheet pile wharf with barrier piles are carried out for optimum design of a deep water sheet pile wharf
摘要结合某深水泊位板桩码头的优化设计，进行了遮帘式板桩结构码头的土工离心模型试验。 |
| 6. | At first , this thesis summarizes the developing history and the state - of - the - art in centrifuge model test and discusses the principle of the technique of the centrifuge model test
本文首先全面总结了离心模型试验技术的发展历史及应用现状，系统阐述了离心模型试验技术的基本原理。 |
| 7. | On the puzzle of dynamic simulation of tunnel excavation with centrifuge model , this thesis makes a trial research on the section of sk3 + 395 of shenzhen metro and has made some progress
并针对动态模拟隧道开挖这一难题利用离心模型对深圳地铁sk3 + 395断面进行了尝试性的研究，取得了一定的进展。 |
| 8. | The working state and deformation property of the structure of sheet - piled wharf renovated by the barrier pile project at berths 14 , 15 of jingtang harbor were studied with centrifuge model tests
摘要结合京唐港(上标# ) 14 、 (上标# ) 15泊位板桩码头升级改造工程，运用离心模型试验技术对采用遮帘桩方案进行改造的码头结构受力状态和变形特点展开研究。 |
| 9. | Professor ko s research interests are centrifuge modelling , earthquake engineering , mechanical properties of soil and rock , constitutive modelling and soil - structure interaction . he has published over 200 publications in these areas of research interests
高教授的研究兴趣包括离心模拟地震工程土石的力学性质本构模型和土与结构相互作用，发表的学术性文章超过200份。 |
| 10. | Centrifuge model test is a technique that is widely used in the research field of civil engineering . one of its most distinct advantages is that the process of deforming and being destroyed of the soil can be observed with prototype
离心模型试验技术是目前在土木工程领域内进行科学研究竞相采用的一项新的试验技术，其优点是能在原型应力状态下研究和观察岩土工程的变形状态和破坏过程。 |
