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Experimental study on piping in sandy gravel foundations considering effect of overlying clay被引量：1
《Water Science and Engineering》2016年第2期165-171,共7页Shuang Wang Jian-sheng Chen Hai-qing He Wen-zheng He 
supported by the 973 Program of China(Grant No.2012CB417005);the Postgraduate Research and Innovation Plan Project in Jiangsu Province(Grant No.CXZZ13_0243)
The influence of the overlying clay on the progression of piping in the sandy gravel foundation of water-retaining structures is often neglected. In order to study this influence, an experimental investigation was con...
关键词：PIPING Experimental model SANDY GRAVEL FOUNDATION Overlying CLAY Clog Erosion rate 
On the instability of offshore foundations: theory and mechanism被引量：4
《Science China(Physics,Mechanics & Astronomy)》2015年第12期125-141,共17页GAO FuPing LI JinHui QI WenGang HU Cun 
supported by the National Natural Science Foundation of China(Grant Nos.11232012,11372319 and 51309213);the National Key Basic Research Program of China(Grant No.2014CB046204)
As the offshore engineering moving from shallow to deep waters, the foundation types for fixed and floating platforms have been gradually evolving to minimize engineering costs and structural risks in the harsh offsho...
关键词：failure mechanism bearing capacity fluid-structure interaction offshore foundation soil dynamics 
Study on the performance of arch dam influenced by relaxation of the foundations following excavation被引量：5
《Science China(Technological Sciences)》2011年第5期1177-1182,共6页DUAN ShaoHui REN QingWen CHEN JunPeng LI Qiang 
supported by the National Basic Research Program of China (Grant No. 2007CB714104);the National Natural Science Founda-tion of China (Grant No. 51079045)
This paper studies the influence of a stress relaxation zone caused by foundation excavation on the performance of Jinping-I arch dam, using the orthogonal experiment method. Firstly, by adopting the characteristic st...
关键词：excavation relaxation stress of arch dam orthogonal experiments 
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