Results 31 to 40 of about 8,815 (206)
Analytical solutions for laterally loaded step-tapered piles by state space method
Yantu gongcheng xuebao, 2023 To analyze the response of laterally loaded step-tapered piles, a four-spring model is proposed based on the Timoshenko beam theory considering the effects of pile diameter, shear deformation and nonlinear pile material behavior. The analytical solutions
ZHANG Xiaodi 1, 2, WANG Jinchang 1, 2, YANG Zhongxuan 1, 3, GONG Xiaonan 1, 2, XU Rongqiao 1, 3
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Model tests on single batter piles subjected to lateral soil movement [PDF]
, 2019 A series of laboratory tests have been carried out to investigate the lateral response of battered piles under lateral soil movement. Model tests were carried out using instrumented rigid aluminium piles.
Al-Salih, O +3 more
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Lateral capacity and deformations of vertical piles loaded by horizontal forces [PDF]
Građevinski Materijali i Konstrukcije, 2018 Pile foundations are frequently loaded by horizontal forces. In such cases, it is important to calculate lateral capacity of vertical piles. It is governed by the strength of the surrounding soil i.e. geotechnical capacity or pile strength parameters i.e.
Ćorić Slobodan +3 more
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Seismic Performance and Design of Bridge Foundations in Liquefiable Ground with a Frozen Crust [PDF]
, 2012 INE/AUTC 12 ...
Yang, Zhaohui “Joey”, Zhang, Xiaoyu
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Effect of blast induced rock fragmentation and muckpile angle on excavator performance in surface mines [PDF]
, 2019 Purpose. A fit excavator in a surface mine gives a trouble free production. To maintain the condition and safety of an excavator, proper sizes of rock fragmentation and muckpile parameters are crucial besides its maintenance.
Choudhary, B.S.
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Frozen Soil Lateral Resistance for the Seismic Design of Highway Bridge Foundations [PDF]
, 2012 INE/AUTC 12 ...
Ge, Xiaoxuan +3 more
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Effects of axial loads and soil density on pile group subjected to triangular soil movement [PDF]
, 2017 Laboratory tests have been carried out to investigate the response of 2x2 pile group subjected to triangular soil movement. The pile group was instrumented with displacement and tilting devices at the pile cap and strain gauges on two piles of the group.
Al-Abboodi, I, Toma-Sabbagh, TM
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Geofluids, 2020 The lateral spreading of the ground due to liquefaction during earthquakes may considerably damage the embedded piles, which is an important issue in the seismic design of pile foundations.
Yung-Yen Ko, Yu-Ying Lin
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Analysis of Laterally Loaded Piles in Undrained Clay Concave Slope
Geofluids, 2021 A concave slope is a common type of slope. This paper proposes a simplified method to study the effect of a clay concave slope on laterally loaded piles. The hyperbolic p-y curve model is selected as the lateral pile-soil interaction model of the concave
Chong Jiang, Xintai Li, Pan Liu, Li Pang
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Journal of Marine Science and Engineering, 2022 The hyperbolic p-y curve method is commonly used to design laterally loaded piles, in which the initial stiffness is one of the two key parameters that need to be determined.
Li Pang, Chong Jiang, Lujie Chen
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