Increase of Sliding Resistance of Gravity-Type Breakwaters by Means of an Asphalt Mat

1965 ◽  
Vol 8 (1) ◽  
pp. 131-140
Author(s):  
Michio Kagawa
Keyword(s):  
2006 ◽  
Vol 63 (12) ◽  
pp. 741-746 ◽  
Author(s):  
David Woolley ◽  
Catarina Gadelha ◽  
Keith Gull
Keyword(s):  

Géotechnique ◽  
2020 ◽  
pp. 1-18
Author(s):  
Umashankaran Satchithananthan ◽  
Shah Neyamat Ullah ◽  
Fook-Hou Lee ◽  
Hai Gu

2001 ◽  
Vol 32 (3-4) ◽  
pp. 591-594
Author(s):  
D. Fuks ◽  
K. Mundim ◽  
V. Liubich ◽  
S. Dorfman ◽  
J. Felsteiner ◽  
...  

1988 ◽  
Vol 24 (6) ◽  
pp. 2638-2640 ◽  
Author(s):  
Y. Hatamura ◽  
M. Nakao ◽  
H. Miyazaki ◽  
T. Shinohara

2014 ◽  
Vol 711 ◽  
pp. 366-369
Author(s):  
Jun Hui Zhang ◽  
Shi Guo Sun

A new slip field of slope method based on finite element mesh generated by abaqus is introduced. In this method the weight of soil mass beyond the slip surface is calculated by summing the weight of every finite element mesh beyond the slip surface, which are generated by abaqus software. Similarly, the sliding resistance force on the slip surface is calculated by summing the resistance force of every finite element mesh on the slip surface, which are generated by abaqus software. By this way, the difficult work to identify whether a soil mass is beyond or on the slip surface in traditional slip field method is changed to simple adding operation in this new method. Thus, the new slip field of slope method can be used to analyze the complex geological slope.


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