Results 201 to 210 of about 3,120 (261)
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Development of sheet-pile foundation combining footing with sheet-piles
2007Recently, construction work is increasing in densely populated urban areas in Japan. For example, in order to ease traffic congestion, railroads running through urban areas are re-laid on elevated bridges, which are constructed close to existing structures. Usually, the space allowable for construction work in urban areas is often very small.
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The effect of sheet pile length on the capacity of sheet pile foundation
2009This research is to study the effect of sheet pile length on the capacity of sheet pile foundation. The sheet pile foundation is a shallow footing that is skirted by sheet piles around the periphery. From the previous study, it was indicated that sheet pile can dramatically improve the vertical, horizontal and moment capacities of the existing shallow ...
Punrattanasin P. +4 more
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Vibratory driving of piles and sheet piles – state of practice
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 2021The installation of piles by vibratory methods is discussed and illustrated by case histories. The influence of vibration frequency – which can be controlled during vibratory driving but not during impact driving – on pile penetration, bearing capacity and emission of vibration is examined.
K. Rainer Massarsch +2 more
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Soil‐Sheet Pile Interaction in Vibro‐Piling
Journal of Geotechnical Engineering, 1989The study of skin friction developed in the present article falls within the scope of research work on high‐frequency vibro‐piling (1,500 to 3,000 Hz). Our laboratory measurements performed thus far have concerned the general behavior of the test unit without dissociating point force and skin friction.
P. Billet, J. G. Sieffert
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Fundamentals of the vibratory driving of piles and sheet piles
geotechnik, 2017AbstractVibratory driving is a common method for installing or extracting piles and sheet piles as well as for deep vibratory compaction. The most important parameters are vibration frequency, vibration amplitude and eccentric moment. These parameters govern vibratory driving and, in particular, the soil resistance at the toe and along the shaft of a ...
K. Rainer Massarsch +2 more
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Use of sheet-piling submerged vanes
2004Submerged vanes have found a large number of applications in river hydraulic to control river bed morphology in different conditions and with different aims. Here an experimental and numerical study, describing the efficiency of vanes built using steel sheet-piling, is described.
GUERCIO, Roberto +2 more
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1997
Sheet-pile bulkheads are frequently used in marine engineering. These structures have proven to be a viable and economical solution to waterfront construction, where the wall height does not exceed 18–20 m and the foundation soil permits pile-driving.
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Sheet-pile bulkheads are frequently used in marine engineering. These structures have proven to be a viable and economical solution to waterfront construction, where the wall height does not exceed 18–20 m and the foundation soil permits pile-driving.
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Ice Sheet Loads on Marina Piles
Journal of the Waterway, Port, Coastal and Ocean Division, 1978Two marina piles were instrumented with steel sleeves. The steel sleeves were fixed rigidly to the top of the piles. The bottoms of the sleeves were free to freeze into the ice sheet. Two transducers were placed on each sleeve above the water level to measure the vertically acting tension and compression forces imposed on the pile by the ice sheet ...
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1995
An effective way to retain a soil mass is by installing a vertical wall consisting of long thin elements (steel, concrete or wood), that are being driven into the ground. The elements are usually connected by joints, consisting of special forms of the element at the two ends.
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An effective way to retain a soil mass is by installing a vertical wall consisting of long thin elements (steel, concrete or wood), that are being driven into the ground. The elements are usually connected by joints, consisting of special forms of the element at the two ends.
openaire +1 more source