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Development of design charts to predict the dynamic response of pile supported machine foundations
This paper proposes design charts for estimating imperative input parameters for continuum approach analysis of the nonlinear dynamic response of...
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Physical model tests on the dynamic behaviors of pile foundations subjected to adjacent tunnel blasting
The lateral impact loads induced by blasting excavation of subway tunnel are detrimental to adjacent structures with pile foundations. Physical model...
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Influence of Pile Cap–Ground Contact Geometry on the Behavior of Piled Foundations
In piled raft foundations, the bearing capacity is the result of the combination of the resistance of the pile group and the contribution of the...
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Influence of soil–pile interface characteristics on the seismic response of single pile foundations: shaking table testing and numerical simulation
Soil–pile interface conditions during seismic events could cause a severe impact on the response of deep foundations which is not fully addressed in...
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Experimental and numerical investigations on the mechanical response of full-scale PHC pile foundations for solar power generation
The PHC (pre-stressed high-strength concrete) pile foundation, serving as an innovative supporting structure for solar power stations, is subjected...
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Construction control technology of a four-hole shield tunnel passing through pile foundations of an existing bridge: A case study
In dense urban building environments, various adjacent construction projects will inevitably occur during the large-scale construction of urban...
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Experimental Study on the Bearing Characteristics of Rigid-Flexible Long-Short Pile Composite Foundations in Thick Collapsible Loess Areas
The bearing and deformation characteristics of embankments with rigid-flexible long-short pile composite foundations (RLPCFs) in thick collapsible...
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Time-dependent deviation of bridge pile foundations caused by adjacent large-area surcharge loads in soft soils and its preventive measures
Time-dependent characteristics (TDCs) have been neglected in most previous studies investigating the deviation mechanisms of bridge pile foundations...
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Calculation of Bridge-Support Pile Foundations Taking Karst Deformations Into Account in the Base
A numerical method is developed for calculating a pile foundation of bridge support with karst deformations forming in the base, taking into account...
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2D Model Tests of Sheet Pile Reinforcement Method for Existing Pile Foundations
The sheet pile (SP) reinforcement method can be utilized to realize a sustainable society because it is more economical, environment friendly, and...
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Lateral pressure on pile foundations in cohesive soils due to horizontal soil movements
In soft soil layers, piles are frequently loaded laterally by horizontal soil movements. In many cases, the lateral pressure acting on piles due to...
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Seismic Performance of Bridge Piers with Pile Foundations Under Frozen Soil Conditions
In order to study the effect of permafrost on the seismic performance of bridge piers with pile foundations, a three-dimensional finite element model...
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Research on Scour Monitoring Techniques for Bridge Pile Foundations
The scour of pile foundation is a key problem of the wading bridge structure, and the underwater pile foundation lies in a complicated environment,...
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3D Numerical Analysis of Single Pile and Pile–Raft Subjected to Vertical Loading
Adopting pile–raft foundations for large structures is advantageous over conventional pile foundations owing to their reduced differential...
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Seismic Analysis of Pile Foundations Using an Integrated Approach
This article presents an integrated approach for seismic analysis of pile foundations and demonstrates the applicability through an example. The...
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The Surface Settlement Law of Precipitation in Pile-Beam-Arch Station Adjacent to Pile Foundation
The pile foundations of adjacent buildings can have an impact on the precipitation process in subway stations. In this paper, surface settlement...
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Numerical Simulations of Pile Foundations Considering Small and Large Deformations
Within this chapter, special topics regarding pile foundations investigated by means of numerical simulations supported by model and/or field tests...
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Method for Calculating the Settlement of Circular Pile Foundations of a Reservoir
The article presents a method for calculating the settlement of circular pile foundations of reservoirs on clay soils. The method provides for a...
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1943–2023: 80 Years of Research and Practice for Pile Foundations
In 1943, Karl Terzaghi published his famous book “Theoretical Soil Mechanics”, with only few pages dedicated to pile foundations. Today, 80 years...
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Pile Foundation
In areas where soil bearing capacity is low, foundations for heavy structures cannot be supported on shallow/open foundation. In such cases, heavily...