Results 31 to 40 of about 208 (129)
Failure mechanisms of embankment on inclined soft foundation reinforced by CFG Piles
Yantu gongcheng xuebao, 2017 Four groups of centrifugal model tests are performed to investigate the failure mechanisms of embankment on inclined soft foundation reinforced by CFG piles.
GU Xing-wen 1,2, TAN Xiang-shao 3, HUANG Wei-wang 3, REN Guo-feng 1,2
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Centrifugal model tests on failure characteristics of CFG pile composite foundation under embankment
Yantu gongcheng xuebao, 2022 Establishing a stability analysis approach for CFG pile composite foundation requires a thorough understanding of its instability and failure characteristics in subgrade engineering.
LIU Hong-yang 1, LUO Qiang 1, 2, XUE Yuan 3, CHENG Tian 1, WANG Teng-fei 1, 2, ZHANG Liang 1, 2, JIANG Liang-wei 1, 2
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A Field Experimental Study of Composite Foundation with CFG Pile + Vibro-replacement Stone Column Pile in Liquefaction Area [PDF]
Proceedings of the 2017 2nd International Symposium on Advances in Electrical, Electronics and Computer Engineering (ISAEECE 2017), 2017 Xianfeng Zhang, Ming Zhang
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Buildings, 2023 An embankment is needed to satisfy the requirements for the longitudinal slope of railway lines, and ground reinforcement is also generally required in loess regions. The present study attempted to understand the effects of different ground reinforcement
Xinsheng Wei +3 more
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A bibliometric review on stability and reinforcement of special soil subgrade based on CiteSpace
Journal of Traffic and Transportation Engineering (English ed. Online), 2022 To establish a scientific foundation for further studies and to better understand special soil subgrade research foci and development directions, a visualization analysis of 2601 and 2102 article from 2005 to 2019 was conducted based on the China ...
Haiying Wang +3 more
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Yantu gongcheng xuebao, 2020 Based on the in-situ test section of CFG pile composite foundation under geosynthetic-reinforced embankment, the finite element models for a single pile, group piles and full section are established, respectively, and the influences of the geometric ...
JIANG Yan-bin 1, 2, HE Ning 2, WANG Zhang-chun 2, HE Bin 2, QIAN Ya-jun 2
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Journal of Rock Mechanics and Geotechnical Engineering, 2018 Abutment piles in soft ground may be subjected to both vertical and horizontal soil movements resulting from approach embankment loads. To constrain the soil movements, the soft soil ground beneath the approach embankment is often improved using ...
D. Xiao +4 more
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Advanced Intelligent Systems, EarlyView.A physics‐guided deep learning framework, ParamNet, is introduced for the intelligent self‐inversion of vacuum optical tweezers. By fuzing dual‐branch time–frequency features with physical dynamical constraints, it achieves high‐accuracy calibration of trap parameters from short‐window, low‐frequency trajectories, outperforming traditional methods ...
Qi Zheng +4 more
wiley +1 more source
Model tests and numerical analyses of polymer gravel piles
Yantu gongcheng xuebao, 2018 In order to apply and popularize the new type polymer gravel piles in engineering, model tests and finite element analyses are carried out on three kinds of polymer gravel piles with different polymer densities, and their bearing characteristics are ...
WANG Fu-ming 1,2,3, FANG Hong-yuan 1,2,3, CAO Kai 1,2,3, MA Shao-chun 1,2,3,4
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Cytometry Part A, EarlyView.ABSTRACT Cell‐in‐cell (CIC) structures are among the most intriguing cellular phenomena occasionally observed in human cancer specimens. Once regarded as incidental findings, accumulating evidence has linked specific CIC subtypes, particularly entosis, to tumor progression and patient prognosis.
Maria V. Leyba‐Mesa +4 more
wiley +1 more source