JUST
发表于 2025-3-28 16:15:41
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古文字学
发表于 2025-3-28 22:07:26
Analysis of Driven Pile Bearing Capacity Results by Static and Dynamic Load Tests,g capacity of pile depend on the type of hammer. The paper also provides an analysis of bearing capacities obtained by dynamic tests using a diesel and hydraulic hammer. As practice has shown, there is a difference between the bearing capabilities obtained with the use of a diesel and hydraulic hamm
Palter
发表于 2025-3-29 02:31:11
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重叠
发表于 2025-3-29 04:46:03
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死猫他烧焦
发表于 2025-3-29 09:28:29
An Appraisal of Pile Capacity Interpretation Methods Using Model Piles,acity obtained by this method supposed to be used as a baseline value and not necessarily the actual capacity value for the piles. This study will serve as a yardstick for future researchers on model piles for their choice of suitable model pile load test interpretation method.
Exuberance
发表于 2025-3-29 13:41:19
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Obsequious
发表于 2025-3-29 16:19:57
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Merited
发表于 2025-3-29 19:43:44
Vibration Wave Displacement Introduced by Driving Steel Open Ended Pipe and H-Piles,h is less than that for H-pile which was 1.1 mm/s. While the maximum acceleration value of vibration wave was gradually decreased for H-pile more than that of open ended pipe pile. The dynamic response of both models pipe and H-piles of vibration wave displacement gradually increased until the final
PAEAN
发表于 2025-3-30 03:07:17
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蘑菇
发表于 2025-3-30 04:22:03
Shaft Resistance of Displacement Piles in Overconsolidated Cohesionless Soils,ained for the shaft resistance of these piles..The results of this experimental investigation are presented in the form of the measured shear stress along the pile’s shaft and its unique distribution along its shaft. The critical depth for piles in cohesionless soils will be also addressed.