Results 91 to 100 of about 20,991 (181)
Investigation of Squeezed Branch Pile Capacity Under Combined Horizontal–Uplift Loading
This paper investigates the bearing behavior of squeezed branch piles and straight-shaft piles under uplift and combined horizontal–uplift loading in silty clay strata. Utilizing a combined approach of laboratory model tests and numerical simulation, the
Tian Deng +3 more
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Pengaruh Variasi Jarak Pelat Helical terhadap Daya Dukung Tarik Helical Pile pada Tanah Gambut [PDF]
Helical pile can provide an alternative for wood pile over peat soil. The reaserch studied about the effect of spacing of helical plates to uplift capacity of helical pile and compared to wood pile and helical without pile.
\u27, M. (Muhardi) +2 more
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Break-Out Resistance of Offshore Pipelines Buried in Inclined Sandy Seabed
Submarine pipelines are highly susceptible to lateral buckling failure under service conditions of high temperature and pressure. While existing bearing capacity evaluation methods mainly focus on flat seabeds, research on the ultimate bearing capacity ...
Jingshan Zhu, Siyang Su, Fuquan Chen
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In the steep terrain of southwestern China, there are numerous complex strata characterized by thin overburden layers and well-behaved underlying bedrock, yet excavation poses significant challenges.
Yiran Gao +10 more
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The goal of this project was to research the material properties of the green building material COB in order to better understand how to apply COB in real world applications.
Brunello, Gabi +2 more
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Bio-inspired root pile (abbreviated as root pile) is a new type of bio-inspired foundation, which has a broad application prospect in the development and construction of China's South China Sea area due to its good bearing characteristics such as pullout
Xiangwei Fang +6 more
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Axial Bearing Behaviour of A Model Pile in Sand under Multiple Static Cycles [PDF]
[[abstract]]This paper designed and built a set of loading equipment for conducting model pile test. The cyclic axial load was manually applied in a displacement-controlled type.
Hwang, J.H.
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Influence of cavity-forming processes on the uplift resistance of bulb piles
The uplift resistances and failure modes of bulb piles with variable sections are quite different in the cutting or extruding construction modes. Through numerical simulation, the extrusion effects on the soil around the pile are estimated in this study.
Chongde Cai +4 more
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Performance of shallow anchor in ice-rich silt [PDF]
Thesis (M.S.) University of Alaska Fairbanks, 2014Shallow anchor systems have been widely used for decades due to their time and cost efficiency. Yet when it comes to cold regions like Alaska, new challenges caused by the harsh environment need to be ...
Lin, Chuang, 林闯
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Structural Characterization and Numerical Modeling of Historic Quincha Walls [PDF]
Quincha is a construction technique found in upper stories of many historic residential buildings on the coast of Peru, consisting of a timber frame with a woven cane and mud infill.
Dayala, D, Descamps, T, Quinn, N
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