Results 171 to 180 of about 203,869 (191)
Some of the next articles are maybe not open access.
2017
Due to the abrasion of the soil surface by the passing of current, wave, and flood, the shear stress generated from the flowing water may exceed the threshold value of the soil erosion resistance (sediment critical shear stress), removing sediment such as sands and rocks from around foundations (such as piles, bridge abutments, or piers).
openaire +2 more sources
Due to the abrasion of the soil surface by the passing of current, wave, and flood, the shear stress generated from the flowing water may exceed the threshold value of the soil erosion resistance (sediment critical shear stress), removing sediment such as sands and rocks from around foundations (such as piles, bridge abutments, or piers).
openaire +2 more sources
Timber Friction Pile Foundations
Transactions of the American Society of Civil Engineers, 1943The theory of timber friction pile behavior presented in this paper was developed in connection with pile tests on the Morganza Flood way in Louisiana.
openaire +2 more sources
Kinematic interaction in pile foundations
2008In this paper the seismic behaviour of single piles embedded in layered soil deposits is evaluated by considering the soil-pile kinematic interaction. The kinematic analysis is performed by using a finite element model for the pile foundation and a Winkler-type medium for the soil.
LEONI, Graziano, DEZI F., CARBONARI S.
openaire +3 more sources
Optimization Method of Pile Foundations
2007A computer-automated design and optimization process for pile foundations with rigid concrete slabs is presented. Optimality Criteria methodology is used to provide optimal pile designs. A threedimensional optimization computer program has been developed that designs a foundation system with an optimal number of piles, geometric layout, pile ...
Anthony J. Hurd, Kevin Z. Truman
openaire +2 more sources
Pile Foundations in Frozen Soils
Journal of Pressure Vessel Technology, 1978A design philosophy for pile foundations in frozen soils is presented whereby seven different pile types may be used in different frozen subsoil conditions. The mechanics of frozen ground as well as of geotechnical engineering are emphasized to select a particular pile type. Various factors governing the pile-load capacity are analyzed to determine the
openaire +2 more sources
Pile foundation engineering [PDF]
Soil Mechanics and Foundation Engineering, 1995 openaire +1 more source
Discussion of “Pile and Pier Foundations” [PDF]
Journal of the Soil Mechanics and Foundations Division, 1965 R. F. Bartholomew, N. E. Simons
openaire +3 more sources
Pile Foundations and Earth Anchors
2000It is well established that cavity expansion solutions can be used to estimate the end-bearing capacity of driven piles in soils. Like cone penetration in soils, the rigorous analysis of the behaviour of driven piles is difficult because of its highly material and geometric nonlinear nature. Although considerable progress has been made over the last 20
openaire +2 more sources