The paper describes the method of conducting a lateral load test cm single pile in order to find its lateral load capacity. Tests were conducted on prototype piles at two different sites. The behaviour of a laterally loaded pile is discussed on the basis of both theoretical as well as ...
analyses for a wide range of free-head and fixed-head piles and drilled shafts in clay and sand. The results of the analyses were used to develop nonlinear relationships between dimensionless measures of load and deflection. These relationships were found to be ...
Lateral load test on DCM piles The ultimatelateral loadsof the DCM piles (DCM-L1 and DCM-L2) were 3.5 and 2.5kN, respectively, with average ultimate lateral loads of 3.0kN. Excavation after the test revealed cracks approximately 0.10m below the base of the excavated pit in DCM-L1. The DC...
The evolution of this scheme is outlined with particular emphasis on the design of the piles that were a fundamental part of the solution. Piles were used to stabilise the landslide by mobilising available passive resistance in the ... R Dixon - 《Structural Engineer Journal of the Institution ...
b. Axial load. An axial load is indicated and is considered of p are load per unit length along the pile. The definitions of p in the solution with respect to its effect on bending and not in and y that are presented are convenient in the solution of the ...
Bridge piersConstructionDesignDrilled shaftsGeotechnical engineeringLateral loadsLoad and Resistance Factor DesignThis document was written as a resource for ... MW O'Neil,LC Reese - 《Tunnelling & Underground Space Technology》 被引量: 414发表: 2010年 Effects of Cyclic Lateral Loads on Piles in San...
unit stresses will result in the quanity p which acts opposite in direction to y . The dimensions b. Axial load. An axial load is indicated and is considered of p are load per unit length along the pile. The definitions of p in the solution with respect to its effect on ...
The above methods can be utilised for the estimation of the ultimate load-bearing capacity, which provides a basis for calculating the characteristic and design load-bearing capacities of a pile. The assessment of the limit load capacity of piles on the basis of the test loads is essential, as...
dThoeut on a single pile. The soil was composed of several different layers whose characteristics were presented ulterior. A 250 kg jack placed between the two piles is capable of applying a load of up to 300 tons. As shown in Figure 7c, comparators have been laid down, measuring the ...
Simulation of fill-scale cyclic lateral load tests on piles J Geotech Geoenviron Eng Div (ASCE) (2005) Kagawa T. Cyclic and loading-rate effects on pile responses. In: International conference on numerical methods in... A.M. Trochanis et al. Three-dimensional nonlinear study of piles J Geo...