scholarly journals A new approach for time effect analysis in the settlement of single pile in nonlinear viscoelastic soil deposits

2015 ◽  
Vol 16 (8) ◽  
pp. 630-643 ◽  
Author(s):  
Zhen-ya Li ◽  
Kui-hua Wang ◽  
Shu-hui Lv ◽  
Wen-bing Wu
2012 ◽  
Vol 19 (9) ◽  
pp. 2656-2662 ◽  
Author(s):  
Wen-bing Wu ◽  
Kui-hua Wang ◽  
Zhi-qing Zhang ◽  
Jian Leo Chin

2018 ◽  
Vol 2 (Special edition 2) ◽  
pp. 123-132
Author(s):  
Jasminka Bonato ◽  
Martina Badurina ◽  
Julijan Dobrinić

The paper aims at presenting the FMEA method based on the fuzzy technique, representing a new approach to the failure analysis and its effects on the observed system. The FMEA (Failure Mode and Effect Analysis) method has assigned the risks a coefficient i.e. a numerical indicator that very clearly defines the degree of risk. The risk is calculated as a mathematical function of RPN which depends on the effects S, probability O that some case will lead to a failure and to a probability that a failure D can not be detected before its effects are realized. RPN = S O D. The FMEA method, based on the fuzzy logic, makes a more reliable evaluation of the observed system failures possible.


2020 ◽  
Vol 148 ◽  
pp. 106659 ◽  
Author(s):  
Yanbing Ju ◽  
Yuanyuan Liang ◽  
Martínez Luis ◽  
Aihua Wang ◽  
Chen-Fu Chien ◽  
...  

2018 ◽  
Vol 11 (6) ◽  
pp. 984-994 ◽  
Author(s):  
Deqiang Wang ◽  
Fei Peng ◽  
Jin Ye ◽  
Yinye Yang ◽  
Ali Emadi

2012 ◽  
Vol 256-259 ◽  
pp. 531-534
Author(s):  
Jia Tao Wang ◽  
Hong Li Zhao

More detailed information about the bearing capacity and integrity of the pile can be obtained by high strain dynamic test than by dead-load test [1]. Engineering examples show that the bearing capacity of the prestressed pipe pile gradually increase with the growth of the resting time, and the ultimate bearing capacity of the pile can reach up to 2 times more than the initial bearing capacity. Through the study of the time effect mechanism, it is found that the increment of ultimate bearing capacity of the single pile is mainly caused by side soil resistance. The end resistance has little influence on the time effect of bearing capacity of pile.


2017 ◽  
Vol 76-77 ◽  
pp. 58-63 ◽  
Author(s):  
Qiutao Zhang ◽  
Sarah Azimi ◽  
Germano La Vaccara ◽  
Luca Sterpone ◽  
Boyang Du

2014 ◽  
Vol 543-547 ◽  
pp. 4251-4257
Author(s):  
Xu Dong Zhao ◽  
Shao Zhong Zhang ◽  
Hai Dong Zhong ◽  
Shi Feng Weng

To responses to the current information "overload" problem widespread in e-commerce systems, a new approach, using the method of user clustering, node trust value analyzing and product evaluating is put forward to build an e-commerce trust community for e-commerce recommendation. According to some of the most trusted neighbors` evaluation information for goods, the recommendation model predicts the score of goods that the users have purchased, to recommend items which have a higher value score, to a customer. In the proposed recommending algorithm, the time effect of recommendation is taken into consideration to provide effective recommending services for users.


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