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8.297  Articles
1 of 831 pages  |  10  records  |  more records»
In the paper the materials of research of technology and organization of mounting the drilling-and-filling piles in water-saturated soils are presented.

The paper presents the vertical bearing capacity of bored piles from the bi-directional load test (O-Cell method) at the Tra Khuc dam-bridge project in Quang Ngai province. The dam structure was supported by approximately 400 bored piles with the diameter... see more

The paper presents the vertical bearing capacity of bored piles from the bi-directional load test (O-Cell method) at the Tra Khuc dam-bridge project in Quang Ngai province. The dam structure was supported by approximately 400 bored piles with the diameter... see more

DOI: 10.7764/RDLC.16.3.457 AbstractThis study describes the method of discontinuous and anchored machine bored piles. The main advantage of this method is its faster and safer execution in comparison with hand-dug piles (rectangular section), the most wid... see more

The foundation is a very important structural element in a building. The bearing capacity of the soil is a foundation support, where a foundation is defined as an underground building that transmits the load originating from the weight of the building its... see more

The pile foundation is usually designed to exceed the weak soil to the strong stratum. There is very close relation between the pile capacity and surrounding soil conditions. In cohesionless soil, the bored pile is effecting surround soil by loosening dep... see more

The behavior of horizontally loaded bored piles in a collapsible soil was studied. Experimental investigation comprised four horizontal load tests performed on two piles at each time, located at the Experimental Foundation Field at the State University of... see more

This paper considers the bored cast in-situ reinforced concrete cantilever sheet pile wall as one of many excavation support systems. There is no specific design and analysis procedure for such excavation support system and most designers rely on experien... see more

A hybrid BEM-p-y curves approach was developed for the single pile analysis with free/fixed head restraint conditions. The method considers the soil non-linear behaviour by means of p-y curves in series to a multi-layered elastic half-space. The non-linea... see more

1 of 831 pages  |  10  records  |  more records»