Results 21 to 30 of about 214,688 (304)

The structure of turbulent wave flow and its impact on the construction of offshore structure pile foundation [PDF]

, 2014
The problems of the structure of turbulent flow of the waves and the settings that affect the design of the pile foundation of offshore structures. Determined by the intensity, the extent of the turbulent flow, the energy spectra ripple component of the ...
Асланов, Лятиф Фирудин оглы
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Pekerjaan Pondasi Tiang Pancang: Cara Pemancangan, Kendala dan Teknologi Terbaru

ComTech, 2013
The foundation work a building project is commonly done when students conducted Real Estate Internship which leads to inadequate knowledge of foundation work obtained during internship, especially the pile foundation work.
Nina Nurdiani
doaj   +1 more source

Analysis of a rapid load test on an instrumented bored pile in clay [PDF]

, 2006
Rapid load testing methods for piled foundations are generally easier and quicker to mobilise than classic static tests, and are less complex to analyse than dynamic load tests.
A. F. L. Hyde, Bell A., Berridge N. G., Borghi X., British Standards Institution, Brown M. J., Delpak R., Dunnicliff J., Gibson G. C., Hird C. C., Holeyman A. E., Hyde A. F. L., Institution of Civil Engineers, Kusakabe O., M. J. Brown, Marsland A., McVay M. C., Middendorp P., Middendorp P., Middendorp P., Nishimura S., Powell J. J. M., Randolph M. F., Randolph M. F., Smith E. A. L., Tatsuoka F., Taylor P. T., W. F. Anderson, Weltman A. J.   +28 more
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Laboratory Model Test to Explore the Bearing Mechanism of Composite Foundation in the Loess Area

Advances in Civil Engineering, 2021
Pile composite foundation can make good use of the bearing capacity of the soil and pile, which is widely used in the Chinese northwest loess area.
Longfei Xu, Weijiang Xu, Aijun Zhang, Xiaolin Weng, Gaowen Zhao, Tantan Zhu   +5 more
doaj   +1 more source

Performance of short piled raft foundation system on peat soil under static load [PDF]

, 2020
Peat is known as problematic soil, because has low shear strength and high compressibility characteristics. Particular attention should be paid, when building a construction on it. In recent years, there is no special established foundation structure for
Marto Suro, Sajiharjo
core  

A field trial of a reusable, hollow, cast-in-situ pile [PDF]

, 2014
This paper describes the concept and field testing of a hollow, cast-in-situ, rotary bored pile foundation 1200 mm diameter and 30 m deep. The aim of the foundation is to allow large-diameter piles to be constructed using less concrete than in an ...
Andrew M. McNamara, Brett McKinley, Butcher AP, Clear CA, ICE (Institution of Civil Engineers), McNamara AM, Powell JJM, Powell JJM, Randolph MF, Sarah E. Stallebrass, Stroud M, Tony P. Suckling, Wardle IF   +12 more
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Interaction of piled foundation with a rupturing normal fault [PDF]

, 2013
Post-seismic observations in the 1999 Kocaeli earthquake in Turkey have indicated that piled foundations may be less suitable than stiff mat foundations in defending a structure against a major normal fault rupturing underneath.
A. TSATSIS, Abaqus, Ambraseys N. N., Bray J. D., G. GAZETAS, I. ANASTASOPOULOS, Imbsen &, Kawashima K., Loli M., R. KOURKOULIS, Scott R. F., Ulusay R., White R. J., Youd T. L.   +13 more
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Numerical Simulation of Seismic Soil-Pile Interaction in Liquefying Ground

IEEE Access, 2020
In this paper, the pile-soil interaction of the pile foundation of an inclined straight alternating group in a liquefiable site under a seismic load was studied through the form changes to the pile cap within the inclined straight alternating group ...
Desen Kong, Meixu Deng, Yazhou Li
doaj   +1 more source

Study on Bearing Capacity of Tank Foundation with Alternatively Arranged Vortex-Compression Nodular Piles

Energies, 2020
Types of tapered piles are widely applied in tank foundation consolidation, but their inherent deficiencies in design and construction limit their further promotion. Vortex compression pile is a novel nodular pile.
Chun-Bao Li, Gao-Jie Li, Ran-Gang Yu, Jing Li, Xiao-Song Ma   +4 more
doaj   +1 more source

Investigation of nonlinear wave-induced seabed response around mono-pile foundation [PDF]

, 2017
YesStability and safety of offshore wind turbines with mono-pile foundations, affected by nonlinear wave effect and dynamic seabed response, are the primary concerns in offshore foundation design.
Bai, Bai, Berberović, Biot, Chang, Chen, Dong-sheng Jeng, Dubravka Pokrajac, Engsig-Karup, Higuera, Higuera, Higuera, Higuera, Higuera, Hirt, Hsu, Jacobsen, Jeng, Jeng, Jeng, Jianhong, Jianhong, Jinhai Zheng, Jisheng Zhang, Kim, Kirca, Lesny, Li, Liao, Lin, Liu, Liu, Ma, Ma, Madsen, Mei, Nick Rey, Okusa, Paulsen, Paulsen, Shi, Sui, Sumer, Sumer, Sumer, Sumer, Sumer, Swan, Tang, Tian Tang, Wei, Yakun Guo, Yamamoto, Ye, Ye, Ye, Ye, Ye, Zaibin Lin, Zhang, Zhao, Zhao, Zhao, Zhao   +63 more
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