Results 31 to 40 of about 208,931 (305)
Applied Sciences, 2023 To meet the ultra-high bearing capacity design requirements of pile foundations under geological conditions without a good holding layer, we invented a new type of group pile foundation with the soil continuously solidified between piles (hereinafter ...
Tao Sun +6 more
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Performance of short piled raft foundation system on peat soil under static load [PDF]
, 2020 Peat is known as problematic soil, because has low shear strength and high compressibility characteristics. Particular attention should be paid, when building a construction on it. In recent years, there is no special established foundation structure for
Marto Suro, Sajiharjo
core
Results in EngineeringDuring the sinking process of ultra-large onshore caisson, the structural stress of caisson will change significantly due to the changes of earth pressure, end resistance, water level in caisson and attitude of caisson.
Yitan Chen, Rong Zhang, Zhongwei Li
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Centrifugal model tests on CFG pile-net composite foundation under super-large loads
Yantu gongcheng xuebao, 2022 CFG pile-net composite foundation is widely used to reinforce soft soil foundation. Geotechnical centrifuge model test was carried out to study the deformation and pile-soil stress characteristics of CFG pile-net composite foundation under super large ...
WANG Nian-xiang 1, 2, ZHOU Chun-er 3, DONG Hua-gang 3, LI Zhen 3, HE Yuan-tang 3
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Screw pile design optimisation under tension in sand [PDF]
, 2019 Many applications in offshore engineering, such as floating or jacket-founded wind turbines or wave energy converters, require a significant uplift capacity of their foundations to be kept in place.
Brown, Michael +4 more
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Yantu gongcheng xuebao, 2018 Based on the stress field calculated by the Mindlin stress theory with the pile diameter effect considered and the existing Mindlin homogenization stress summation method for calculating the settlement of pile group foundation, the deformation behavior ...
WANG Tao 1,2, LIU Jin-li 1,2, WANG Xu 1,2
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Laboratory Model Test to Explore the Bearing Mechanism of Composite Foundation in the Loess Area
Advances in Civil Engineering, 2021 Pile composite foundation can make good use of the bearing capacity of the soil and pile, which is widely used in the Chinese northwest loess area.
Longfei Xu +5 more
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Effect of a forced harmonic vibration pile to its adjacent pile in layered elastic soil with double-shear model [PDF]
, 2014 A new model named double-shear model based on Pasternak foundation and Timoshenko beam theory is developed to evaluate the effect of a forced harmonic vibration pile to its adjacent pile in multilayered soil medium.
Lo, SH, Wang, J, Zhou, D
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Experimental Study on the Failure Mechanism of Finned Pile Foundation under Horizontal Cyclic Loads
BuildingsIn order to study the failure mechanism of a finned pile foundation under horizontal cyclic loads, a physical model test of the pile–soil interaction of finned pile is designed in this paper.
Lunliang Duan +6 more
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Calculation of Ultimate Bearing Capacity of Pile Foundations of Highway Bridges under the Coupling of Steep Slope and Karst [PDF]
E3S Web of Conferences, 2020 In order to study the influence of steep slope-karst coupling on the vertical bearing characteristics of pile foundation, the orthogonal simulation tests of pile foundation under 4 different roof thickness and 5 different slope are carried out by using ...
Feng Zhongju +7 more
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