Results 1 to 10 of about 3,311,782 (280)
Engineering Reports, 2023 Arch‐chord coupled anti‐sliding structure is a new type of anti‐sliding structure composed of multiple single piles in a specific form. The coupling effect of pile and soil is the most important key point.
Guoping Hu +3 more
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BuildingsThe soil surrounding foundations is typically heterogeneous and anisotropic; however, existing studies for estimating the ultimate bearing capacity of foundations adjacent to slopes are predominantly applicable to isotropic and homogeneous soils.
Qing Yan +3 more
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Shanghai Jiaotong Daxue xuebao, 2021 To study the influence of consolidation on the bearing capacity of the composite foundation in the process of caisson heightening, the consolidation characteristics of the sand pile composite foundation in the process of caisson heightening are discussed
CHEN Peishuai, PAN Yazhou, LIANG Fayun, LI Dejie
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Advances in Civil Engineering, 2021 To investigate the ultimate bearing capacity and deformation of the recycled self-compacting concrete-filled circular steel tubular (RSCCFCST) long columns subjected to axial load, nine specimens with different recycled self-compacting concrete (RSCC ...
Feng Yu +7 more
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Experimental Study on Mechanical Behavior of Shear Connectors of Square Concrete Filled Steel Tube
Applied Sciences, 2017 In order to quantitatively evaluate the shear-bearing capacity of shear connectors of square concrete filled steel tube (CFST), push-out tests on 14 square CFSTs with shear connectors have been carried out. Among the 14 CFSTs, there are 13 specimens with
Qiyun Qiao +4 more
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Ultimate Bearing Capacity of Piles Driven into Loose Sand
Soils and Foundations, 1967 SUMMARY The increase of the ultimate bearing capacity of piles driven into a losse sand was analysed by a theory that included the change in the angle of internal friction of sand, ϕ, caused by pile driving. The results of some laboratory and field investigations are analysed by the proposed theory and a method is developed to estimate the increase ...
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Ultimate Bearing Capacity and Settlement of Footings on Reinforced Sandy Ground
Soils and Foundations, 2000 ABSTRACT The applicability of a method for predicting ‘bearing capacity increase’ in reinforced sandy ground was examined using tests performed under various test conditions. It was found that the present method predicted, with reasonable accuracy, the bearing capacity increase in sandy ground, reinforced with stiff reinforcement. This method may not
HUANG, CHINGCHUAN, HONG, LILING
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Applied SciencesIn the marine environment, the suction caisson foundation (SCF) is often subjected to combined inclined and cyclic loading from wind and waves, which may significantly affect its ultimate bearing capacity. Under combined loading conditions, the evolution
Kang Huang +6 more
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Tikrit Journal of Engineering Sciences, 2013 Finite element method is used to investigate the ultimate bearing capacity of rectangular footing resting on cohesive soil near slope. The effect of footing aspect ratio (L/B), distance ratio (b/B), and slope angle (β) on the bearing capacity are ...
Jawdat K. Abbas
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Ultimate Bearing Capacity of Geosynthetic Reinforced Soil Composites Based on Plane Strain Tests [PDF]
长江科学院院报[Objective] Due to the excellent load-bearing performance, geosynthetic reinforced soil (GRS) composites have been widely adopted in the construction of load-bearing GRS bridge abutments.
WU Yi-hua, CUI Ji-ze, WANG Qing-ming, XU Chao
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