Soil failure patterns and draft as influenced by consistency limits: An evaluation of the remolded soil cutting test

2014 ◽  
Vol 137 ◽  
pp. 58-66 ◽  
Author(s):  
A.A. Tagar ◽  
Changying Ji ◽  
Qishuo Ding ◽  
Jan Adamowski ◽  
F.A. Chandio ◽  
...  
2017 ◽  
Vol 27 (3) ◽  
pp. 033115 ◽  
Author(s):  
Kenshi Sakai ◽  
Shrinivasa K. Upadhyaya ◽  
Pedro Andrade-Sanchez ◽  
Nina V. Sviridova

2018 ◽  
Vol 2018 ◽  
pp. 1-11 ◽  
Author(s):  
Yuwan Yang ◽  
Mo Li ◽  
Jin Tong ◽  
Yunhai Ma

A mole is a born digger spending its entire existence digging tunnels. The five claws of a mole’s hand are combinative to cut soil powerfully and efficiently. However, little was known in detail about the interaction between the soil and the five-claw combination. In this study, we simulated the soil cutting process of the five-claw combination using the discrete element method (DEM) as an attempt for the potential design of soil-engaging tools to reduce soil resistance. The five-claw combination moved horizontally in the soil bin. Soil forces (draught and vertical forces) and soil failure (soil rupture distance ratio) were measured at different rake angles and speeds. Results showed that the draught and vertical forces varied nonlinearly as the rake angle increased from 10 to 90°, and both changed linearly with the speed increasing from 1 to 5 m/s. The curve of the soil rupture distance ratio with rake angles could be better described using a quadric function, but the speed had little effect on the soil rupture distance ratio. Notably, the soil rupture distance ratio of the five-claw combination in simulation was on average 19.6% lower than the predicted ratio of simple blades at different rake angles indicating that the five-claw combination could make less soil failure and thereby produce lower soil resistance. Given the draught and vertical forces, the performance of the five-claw combination was optimized at the rake angle of 30°.


2018 ◽  
Vol 15 (06) ◽  
pp. 1850052 ◽  
Author(s):  
Hao Wu ◽  
Jian Wang ◽  
Jianhua Wang ◽  
Chencong Liao

In this study, a novel asymmetric adaptive particle refinement algorithm in smoothed particle hydrodynamics (SPH) is developed for soil cutting problems. Each candidate particle that located at the cutting blade of the structure is split into two “children” particles to minimize the oscillation of the contact force. And thus reduce the local instability. To minimize the density refinement error, a numerical method to determine the optimal smoothing lengths for “children” particles is given. To verify the accuracy of proposed algorithm, the adaptive refinement procedure are implemented into two models: one for soil cutting test on plane strain condition and the other for sample drilling test on axisymmetric condition. The observed flow pattern of the soil and contact forces are compared with laboratory experimental data available in the literature. Results indicate that the proposed asymmetric adaptive refinement algorithm could significantly avoid severe local instability and contributes to high-accuracy simulation.


Author(s):  
M. J. Jiang ◽  
B. L. Xi ◽  
Z. F. Shen ◽  
Y. S. Dai
Keyword(s):  

2015 ◽  
Vol 145 ◽  
pp. 157-170 ◽  
Author(s):  
A.A. Tagar ◽  
Ji Changying ◽  
Jan Adamowski ◽  
Julien Malard ◽  
Chen Shi Qi ◽  
...  

1996 ◽  
Vol 33 (5) ◽  
pp. 233-252 ◽  
Author(s):  
J.T. Makanga ◽  
V.M. Salokhe ◽  
D. Gee-Clough

Sign in / Sign up

Export Citation Format

Share Document