The load response of a rock-socketed steel H-pile can be strongly influenced by the nonlinear interfacial behavior between the grout and the steel H-pile, and between the pile and the rock mass. This paper focuses on the load-transfer mechanism of the former interface through experimental ...
The steel tube and backfilled sand are both effective in limiting the pile displacement under the working load. Parametric analysis shows there is an optional socketed length to improve the bearing capacity of piles.J.-J. ChenCenter for Marine Geotechnical EngineeringJ.-H. Wang...
Numerical Analysis of Horizontal Impact Resistance of Rock Socketed Pile with Steel Casing Based on a Wharf project in Chongqing, this paper carries out experimental research and nonlinear finite element analysis on the impact resistance of steel... X Zhang,L Duan,WY Zhang - 《Advances in Civil...
1.Application of H-shaped steel joint in diaphragm walls in Wuhan;地下连续墙H型钢接头在武汉地区的应用 2.A new finite element computational model of diaphragm walls in foundation pit is presented.提出一种新的地下连续墙有限元计算模型。 延伸阅读 地下连续墙法 见地下连续墙。 钢筋...
a differential equation of load transfer for rock-socketed piles (RSPs) considering RF was formulated by applying the Runge‒Kutta method. Considering RF, the pile top load versus settlement curves and the pile–rock relative displacement (sp‒r) versus pile side friction (τp‒r) curves ...
Application of H-shaped steel joint in diaphragm walls in Wuhan; 地下连续墙H型钢接头在武汉地区的应用 2. A new finite element computational model of diaphragm walls in foundation pit is presented. 提出一种新的地下连续墙有限元计算模型。 更多例句>> 补充...
Moreover, in Hong Kong, although rock-socketted steel H-piiles and large diameter bored piles have widely been employed as foundation, limited local experience and design parameters have been published for the piles installed in cavernous karst area. This paper will discuss the allowable shaft ...
Therefore, the self-balanced loading test method was used in this study to determine the load capacity of large-diameter rock-socketed bored piles. Distributed optical fibre test technology was used to explore the mechanical behaviour of the piles, and steel strain gauges and sliding micrometres ...
Therefore, the self-balanced loading test method was used in this study to determine the load capacity of large-diameter rock-socketed bored piles. Distributed optical fibre test technology was used to explore the mechanical behaviour of the piles, and steel strain gauges and sliding micrometres ...
In the construction the Second Project of Bao Steel Group(Ma Ji Shan) Ore Discharging Harbor, there were about 1/6 piles which were leaked in drilling the piles which delayed the time limit and increased the cost of the project. Based on the project, this paper discussed the slurry d...