连累
发表于 2025-3-26 21:26:00
Numerical Investigation of Failure Mechanism During Pullout of Root Inspired Anchorageshed and a plate anchor system. Special attention is given to the volume of mobilized soil and the shape of the failure surface generated during the anchor pullout. The numerical results are compared with those of small-scale experimental tests presented in Mallett et al. (., ., .).
Overstate
发表于 2025-3-27 03:02:38
https://doi.org/10.1007/BFb0041259subjected to loads to check their deformation and stress responses. The stress distributions and load bearing capacity of piles on Ryukyu Limestone Formation are analysed and their implications in foundation design are discussed.
暗指
发表于 2025-3-27 07:53:40
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顾客
发表于 2025-3-27 11:27:28
Conference proceedings 2021chers and engineers at the 16th International Conference of the International Association for Computer Methods and Advances in Geomechanics (IACMAG 2020/21). Contributions include a wide range of topics in geomechanics such as: monitoring and remote sensing, multiphase modelling, reliability and ris
fertilizer
发表于 2025-3-27 16:58:58
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anthesis
发表于 2025-3-27 20:05:34
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FLIRT
发表于 2025-3-28 01:04:00
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令人心醉
发表于 2025-3-28 03:33:11
Consideration on Limit Load Space of Footing on Various Soils Under Eccentric Vertical Loadat changes in the normal stress distribution reflecting to both the eccentricity length and the friction condition were observed. Finally, new equations were proposed to determine the normalized . and the failure envelopes of both sand and clay.
resilience
发表于 2025-3-28 07:38:30
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侵略者
发表于 2025-3-28 11:13:32
Numerical Assessment of Laterally Loaded Pile Group Efficiencyoil. This will be done by using both a BEM code recently developed by the authors and a more advanced and rigorous commercial code. Presented results may be useful for the design of laterally loaded pile groups in a displacement-based design approach.