It is found that the critical embedded length of pile, beyond which the factor of safety does not increase, increases with the decrease in pile spacing. The smaller the pile spacing is, the larger the integrity of the reinforced slope will be. A theoretical analysis of the slip surface is ...
A preliminary design approach is presented, which is based on the knowledge that shortening the embedded pile length will decrease the natural frequency of the support structure. The results from this preliminary design approach study have been compared with the current monopile design practice, and ...
摘要: CiNii Articles - 20321 Lateral Loading Tests on Pile Group Subjected to Large Cyclic Displacement in Dry Sand : Part 8: Effect of embedded length of piles on the shear force at pile cap in the pile group关键词:杭の水平抵抗 水平載荷実験 有限要素法 杭の根入れ長さ 杭頭せん断力 群...
embedded (pile) depth, embedded (pile) length, imbedded (pile) length, imbedded (pile) depth, embedment depth, embedment ● (Pfahl-)Einbindelängef, (Pfahl)Einbindetiefef;Einbindetiefe [für eine Tankgründung od. Pfahlgründung] Copyright information © 2014 Springer-Verlag Berlin Heidelberg...
Sensitivity analysis has been done for different pile parameters such as total and unsupported length of pile, and different soil parameters such as internal friction angle, unit weight and module of elasticity. Eventually, effect of each parameter on the buckling behavior of piles has been ...
Piles with maximum length Lp=9.5 m and diameter d=1.0 m have been employed, along with three Concluding remarks Two different strategies for the elasto-plastic FE analysis of disconnected piled rafts have been extensively compared in terms of both geotechnical and structural performance. While the ...
The length of embedment of pile in clay bed was 700 mm, while H0/D was 17.1, and the surface load (p) equaled 5.1 kPa. The pile-soil interface friction coefficient (μ) was found to be 0.59 from the direct shear test (SII test) [14]. The spacing of pile group (S) was set ...
Due to its shorter length compared to a conventional caisson, the DERA has less resistance to moments, making it more sensitive to horizontal load capacity and the optimal load attachment depth concerning load angle. For this reason, our study introduces an analytical approach to evaluate the ...
[translate] a저 하 在那之下 [translate] a1.桩顶嵌入承台均 100mm,桩内钢筋锚入承台内长度均不小于35d 1. head of pile inserting receives Taiwan 100mm, in the pile the steel bar anchor enters receives in Taiwan the length not to be smaller than 35d [translate] ...
In this paper, the behavior of a GAPF system was studied in sandy soil. Pull-out load tests were conducted on GAPF by varying different parameters viz. length of pile (250mm, 350mm and 450mm), L / D ratio (7.5, 10 and 12.5) and group of piles (spacing 2D, 2.5D and 3D). The...