Results 21 to 30 of about 41,287 (111)
The composite geomembrane-soil-bentonite (CGSB) cutoff wall is one of the most effective barriers to prevent pollutant transport in groundwater. However, geomembranes may have defects during construction, significantly increasing the risk of pollutant ...
Bo Huang, Lin-Feng Cao, Yu-Chao Li
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Investigation on in-situ test of penetration characteristics of open and closed PHC pipe piles
To investigate the load transfer mechanism of open and closed Pre-stressed High-strength Concrete (PHC) piles jacked into layered soil, a full-scale in-situ test was conducted.
Yonghong Wang +4 more
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Torsional dynamic response of a floating pile in radially inhomogeneous saturated soils
The pile construction process may disturb the soil adjacent to the pile shaft that significantly influences the torsional dynamic response of the floating pile.
Hiep Toan Luong, Hien Manh Nghiem
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Experimental study for modeling the unloading swelling behavior of Ariake clay
Due to economic and demographic growth, there is a rising demand for land reclamation in coastal cities of East and Southeast Asia. Marine clays typically play a critical role in these projects, and the deformation characteristics of marine clays become ...
Zheng Fan, Yoichi Watabe
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The Continuous Flight Auger (CFA) piles, also known as Auger Cast In Place piles (ACIP), have a widespread use in the world market of replacement concrete piles.
Gianpiero Russo +4 more
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Rheological properties of deep-sea shallow sediments in the Western Pacific mining area
Studying the rheological properties of deep-sea shallow sediments can provide basic mechanical characteristics for designing deep-sea mining vehicles driving on the soft seabed, providing anchoring stability of semi-submersible mining platforms, and ...
Hao Liu +8 more
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ATA 712 02.07.2020 Extraordinária
ATA Nº 712 DA SESSÃO EXTRORDINÁRIA DO CONSELHO DE UNIDADE DO ...
Direção CED
core
Effect of suffusion and self-filtration on mechanical behavior of well-graded sands
Suffusion in well-graded sands is a significant concern in geotechnical engineering, potentially leading to malfunctions or failures in soil slopes, earth dams, and their foundations.
Jitrakon Prasomsri +3 more
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The load transfer mechanism of pile foundation has received considerable attention over the years, the simultaneous responses that skin friction and base resistances of super-long piles (length L > 60 m) can have in complex soft soil, however, still need
Thoi Huu Tra +3 more
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The Sand Compaction Pile (SCP) method is a widely utilized ground improvement technology that enhances the density of the ground by constructing sand piles through penetration and repeated withdrawal/re-driving of a casing pipe.
Hiroshi Yabe, Junichi Koseki
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