Results 41 to 50 of about 8,815 (206)

Nonlinear analysis of single model piles subjected to lateral load in sloping ground [PDF]

Uncertainty associated due to soil-pile interface and unreliable assessment of the pile bearing capacity constructed in sloping ground have been cited as barriers to the wide utilizations of the deep foundations in sloping ground.
Al Khaddar, RM, Atherton, W, Jebur, AAJ, Loffill, E   +3 more
core   +1 more source

Monotonic and cyclic lateral load tests on driven piles in chalk [PDF]

, 2017
This paper describes the results of a pile-testing campaign on open-ended tubular steel instrumented piles driven into the Chalk formation in the UK. The testing campaign comprised the performance of both monotonic and one-way cyclic lateral load tests,
Carey, John, Ciavaglia, Francesca, Diambra, Andrea   +2 more
core   +2 more sources

Modeling Laterally Loaded Single Piles Accounting for Nonlinear Soil-Pile Interactions

Journal of Engineering, 2013
The nonlinear behavior of a laterally loaded monopile foundation is studied using the finite element method (FEM) to account for soil-pile interactions.
Maryam Mardfekri, Paolo Gardoni, Jose M. Roesset   +2 more
doaj   +1 more source

Effect of Pile-Soil Relative Stiffness on Deformation Characteristics of the Laterally Loaded Pile

Advances in Materials Science and Engineering, 2022
Laterally loaded piles are widely used in structural foundations under horizontal loads such as wave load, wind load, seismic load, and traffic load. Based on the complexity of pile-soil interaction, a test simulation of single pile through the indoor 1 ...
Bingxiang Yuan, Minjie Chen, Weijie Chen, Qingzi Luo, Hongzhong Li   +4 more
doaj   +1 more source

Seasonally Frozen Soil Effects on the Seismic Performance of Highway Bridges [PDF]

, 2011
INE/AUTC 12 ...
Davis, Duane, Horzdovsky, Jacob E., Hulsey, J. Leroy, Li, Qiang, Yang, Zhaohui Joey   +4 more
core  

Pile Head Cyclic Lateral Loading of Single Pile [PDF]

Geotechnical and Geological Engineering, 2014
This paper presents an elastic continuum model using an extended nonlinear Davies and Budhu equations, which enables the nonlinear behavior of the soil around the long elastic pile to be modeled using a simple expression of pile-head stiffness method. The calculated results were validated with the measured full-scale dynamic field tests data conducted ...
N.M, Sa’don, M.J., Pender, A.R., Abdul Karim, R.P, Orense   +3 more
openaire   +2 more sources

Bearing capacities of single piles under combined HM loading near slopes

Frontiers in Materials, 2023
Piles are widely used to transfer the horizontal load of high-rise buildings, transmission towers, and bridges, especially for superstructures constructed near slopes.
Meihua Bian, Jianing Peng, Xingsen Zhang, Junhua Li, Songlin Qin   +4 more
doaj   +1 more source

The Males Of Some Texan Ecitons [PDF]

, 1901
Integrative ...
Long, William Henry, Wheeler, William Morton   +1 more
core   +1 more source

Simplified Design Method of Laterally Loaded Rigid Monopiles in Cohesionless Soil

Journal of Marine Science and Engineering
This paper presents a simplified design method for laterally loaded rigid monopiles in cohesionless soil. The proposed design method is based on a constant depth of the rotation point and a bi-linear distribution of soil lateral reaction along the ...
Ruping Luo, Anhui Wang, Jie Li, Wenyun Ding, Bitang Zhu   +4 more
doaj   +1 more source

Case study and practical analysis of lateral bearing characteristics of a single pile in Taihu soft soils using CPTU data

Yantu gongcheng xuebao, 2018
The muddy silty clay is rich in organic matter and widely distributed in Taihu soft soil foundation. It has a large water content and compressibility and is in a state of flow plasticity. All of these make it have bad engineering properties.
LI Hong-jiang 1,2, LIU Song-yu 1,2, TONG Li-yuan 1,2, HA Si 1,2, YANG Wan-yong 3
doaj   +1 more source