Results 1 to 10 of about 21,673 (162)
To study the formation mechanism of the lower shaft resistance of uplift piles compared to compression piles, the additional stress caused by uplift and compressive piles in the soil is obtained through indoor model tests with embedded micro earth ...
Hailong Ma +3 more
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Sidewall roughness is a key factor influencing the shaft resistance of rock-socketed piles. Owing to the difficulties in onsite measuring and the inconsistency in quantitatively characterizing the roughness degree of sidewalls, existing approaches for ...
Jun Liu +3 more
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Empirical Shaft Resistance of Driven Piles Penetrating Weak Rock. [PDF]
Barrett JW, Prendergast LJ.
europepmc +2 more sources
Operational performance research of layered rotary tillage and ridging machine on for the sticky soil using DEM [PDF]
To address the challenges of low soil fragmentation rates and high tillage resistance during land preparation for the sticky soil in southwest China, a double-shaft layered rotary tillage and ridging machine was designed to enhance the soil layer ...
Tao Zhang +4 more
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Method for Calculating Vertical Compression Bearing Capacity of the Static Drill Rooted Nodular Pile
The static drill rooted nodular (SDRN) pile is a new kind of composite pile foundation made by inserting a precast nodular pile into the cemented soil.
Jing Guo, Guoliang Dai, Yue Wang
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Research on ventilation system optimization of mine central pump room based on thermal cycle theory
Taking Zhushantang Coal Mine as the research background, based on the thermal cycle theory, the original ventilation system of mine central pump room was reformed.
TANG Jianhua +2 more
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Axial bearing performance and mechanism of continuous flight auger (CFA) pile in weathered granitic soils, i.e., a widespread special soil in South China, were investigated by field test in this study.
Xuqun Zhang +6 more
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The analytical model for calculating the bearing capacity of a pile, presented in the commentary to STN 73 1002 – Pile Foundations, gives a recommendation to reduce the pile’s length in the calculation of the shaft resistance.
Jakub Stacho, Monika Súľovská
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Axial Bearing Mechanism of Post-Grouted Piles in Calcareous Sand
Post-grouted piles, as a foundation form for large-span and large-scale structures on calcareous sand, are expected to provide a high bearing capacity, but research on the response of post-grouted piles subjected to axial load in calcareous sand is still
Zhihui Wan +3 more
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Transient unsaturated shaft resistance of a single pile during water flow [PDF]
The pile foundations’ design is commonly based on the soil’s initial in situ condition during field investigations or the assumption of its saturated condition.
Santos Daniel Batista +2 more
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