Results 101 to 110 of about 20,991 (181)

Analysis of a gravity dam considering the application of passive reinforcement [PDF]

, 2010
Small concrete gravity dams are sometimes built using passive steel anchors to enhance their stability for the applied loads. It is important to assess the amount of internal tensile and shear forces resisted by the anchors to verify their structural ...
Bretas, E. M., Lemos, José V., Lourenço, Paulo B., Léger, Pierre   +3 more
core  

Experimental, Numerical, and Analytical Studies of the Uplift Behavior of Mini-Piles in Moistened Loess Foundations With Parameter Sensitivity Analysis

Advances in Civil Engineering
Mini-piles are increasingly employed as foundations for transmission towers owing to their ease of construction and high uplift capacity. In loess regions traversed by transmission lines, however, systematic research on uplift performance remains limited,
Xiaomin Xue, Jiajia Wang, Ming Sheng, Qing Sun   +3 more
doaj   +1 more source

Pull-out bearing behavior and failure mode of scaled suction caissons

Yantu gongcheng xuebao
The scaled suction caisson is a new type of the offshore mooring foundation, which can be applied to the floating structures and offshore photostatic power.
LIANG Hao , LI Dayong , WU Yuqi
doaj   +1 more source

Assessment of the seismic behaviour of unreinforced: traditional half-timbered walls [PDF]

, 2012
Half-timbered buildings represent an important historical heritage in many countries. They are diffused in various regions for different reasons, among which for being able to resist seismic actions.
Poletti, Elisa, Vasconcelos, Graça
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Behavior of under-reamed piles under inclined uplift loads in sand

International Journal of Geo-Engineering
Under-reamed piles are deep bored cast-in-situ concrete piles with single or multiple bulbs formed by enlarging the pile shaft. Such piles are best suited to soils with significant ground movement as a result of seasonal variations, filled up ground ...
Mohamed Sakr, Ahmed Nasr, Mohamed Khaffaf, Ali Basha   +3 more
doaj   +1 more source

Experimental study on bearing characteristics of reinforced suction caisson foundation with mobile jet technology

Yantu gongcheng xuebao
The suction caisson foundation has been favored by many engineers due to its advantages such as wide size range, large ultimate water depth, good economy and convenient construction.
MAO Long 1, ZHU Wenbo 2, 3, YANG Jiayi 1, LI Yonghai 1, DENG Huiyuan 4, CHENG Danlian 2, 3
doaj   +1 more source

Analisis Pengaruh Jarak Pelat Helical terhadap Daya Dukung Tekan Helical Pile pada Tanah Gambut [PDF]

, 2016
Helical piles are a type of foundation that come with helical plate in certain number and space. The research will present the results of loading test using constant rate penetration method conducted on peat soil. Data obtained from the test are load and
\u27, M. (Muhardi), Ditra, R. \u27. (Ralan), Fatnanta, F. \u27. (Ferry)   +2 more
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Study on uplift mechanism of grouted implantation steel pipe pile by direct shear and model tests

Soils and Foundations
The construction of steel pipe piles combined with side grouting is regarded as an effective way to improve the uplift bearing capacity of piles for transmission towers in rugged mountainous areas.
Qi Zhang, Huiyuan Deng, Wenjie Yi, Guoliang Dai, Hongjiang Li, Xiaokang Guo   +5 more
doaj   +1 more source

Investigation of jetting piping system in the spudcan of wind turbine installation jack-up vessel [PDF]

The offshore wind turbine in shallow water is installed by a self-elevated mobile unit which is usually\ud referred to as jack-up barge or jack-up vessel.
Jo, C.H., Kim, D.Y., Rho, Y.H.
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Frictional resistance of drilling fluids as a borehole stabilizers [PDF]

, 2016

core   +1 more source