Results 1 to 10 of about 8,944 (263)

Pile-Soil Stress Ratio and Settlement of Composite Foundation Bidirectionally Reinforced by Piles and Geosynthetics under Embankment Load

open access: yesAdvances in Civil Engineering, 2021
The settlement calculation of composite foundation bidirectionally reinforced by piles and geosynthetics is always a difficult problem. The key to its accuracy lies in the determination of pile-soil stress ratio.
Binhui Ma   +7 more
doaj   +3 more sources

A computation model for pile-soil stress ratio of geosynthetic-reinforced pile-supported embankments based on soil consolidation settlement

open access: yesAEJ - Alexandria Engineering Journal, 2021
The pile-soil stress ratio (PSSR) is the key to the design and construction of geosynthetic-reinforced pile-supported (GRPS) embankments. However, the computation models for the PSSR which takes account of the effect of consolidation settlement of soil among piles (SAP) is not complete.
Jin Yu, Yitao Zhou, Shiyu Liu
exaly   +3 more sources

Application of Miniature FBG-MEMS Pressure Sensor in Penetration Process of Jacked Pile

open access: yesMicromachines, 2020
In order to study the penetration mechanism of jacked piles in viscous soil foundation, the stress variation law of the pile–soil interface was obtained by installing silicon piezoresistive earth pressure and pore water pressure sensors, and fiber Bragg ...
Xueying Liu, Yonghong Wang, Mingyi Zhang
doaj   +2 more sources

Study on Load Transfer Mechanism of Pile-Supported Embankment Based on Response Surface Method

open access: yesApplied Sciences, 2022
Based on the improved three-dimensional finite element model, this paper studies the load transfer mechanism of pile-supported reinforced embankments. The model uses an elastic medium to replace the soft soil subgrade, which reduces the calculation depth
Xin Wang   +3 more
doaj   +2 more sources

Experimental Research on Pile-Soil Stress Ratio of Rigid Pile Composite Foundation in Shallow-Buried Rock and Soft Soil [PDF]

open access: yes长江科学院院报
[Objective] Pile-soil stress ratio is a key parameter in the design of rigid pile composite foundations for shallow-buried rock and soft soil foundations, but the rules governing its value and influencing factors remain unclear.
REN Jia-li, JIANG Ji-wei, HU Sheng-gang, CHEN Hang, YE Chen-hui
doaj   +2 more sources

Analysis of Load Transfer Law of Short Pile-Net Composite Foundation for High-Speed Railway

open access: yesShock and Vibration, 2022
Although pile-net composite foundation has been widely used in the construction of high-speed railway, load transfer characteristics of its structural system during the filling of roadbed are seldom studied, so field studies are conducted in the Gan-Long
Shiyou Li   +3 more
doaj   +2 more sources

Evolution Analysis of Soil-Arching Effect and Calculation of Pile–Soil Stress Ratio of Bidirectionally Reinforced Composite Foundation

open access: yesBuildings
In recent years, bidirectionally reinforced composite foundations have been widely used in highway, railway, and bridge engineering with notable results.
Chuanyi Ma   +4 more
doaj   +2 more sources

Simplified analytical solution for stress concentration ratio of piled embankments incorporating pile–soil interaction [PDF]

open access: yesRailway Engineering Science, 2021
AbstractPiled embankments have been extensively used for high-speed rail over soft soils because of their effectiveness in minimizing differential settlement and shortening the construction period. Stress concentration ratio, defined as the ratio of vertical stress carried by pile heads (or pile caps if applicable) to that by adjacent soils, is a ...
Qiang Luo   +3 more
openaire   +1 more source

A Research on the Pile-soil Stress Ratio Range of the Vibroflotation Pile Composite Foundation [PDF]

open access: yesProceedings of the 2016 International Forum on Energy, Environment and Sustainable Development, 2016
The pile-soil stress ratio refers to the ratio between the stress of the pile top and the average stress of the soil among piles. It is an important parameter reflecting the operation status of the composite foundation, as well as a significant index to calculate the bearing capacity and the settlement of the composite foundation.
Dengzhou Quan, Yan Da, Hongjie Guan
openaire   +1 more source

Centrifugal model tests on reinforcement effects of root pile-net composite foundation in slip zone

open access: yesYantu gongcheng xuebao, 2022
For the slipped soft soil foundation in the storage yard of a wharf, the root pile-net composite foundation is used for reinforcement. The geotechnical centrifugal model tests are carried out to study the deformation and pile-soil stress characteristics ...
WANG Nian-xiang 1, 2, ZHOU Chun-er 3, WU Jia-wu 3, JIANG Wen-bo 3, ZHANG De-en 3
doaj   +1 more source

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