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In deep foundations, the pile group and the pile raft are generally used. To date, the contribution of the raft is not taken into account in the design, even when the raft is in contact with the soil and the whole system is therefore considered to work ...
Irfan Jamil +5 more
doaj +1 more source
Behavior of Single Micropile Under Different Lateral Load Rates [PDF]
This paper displays an empirical work of a micropile inserted in the dry river sand with different length to diameter (L/D) ratios (13, 15, 27, 42, and 50).
Mohammed A. Al-Neami +2 more
doaj +1 more source
With the rapid increase in offshore wind turbines in China, monopiles with diameters exceeding 2 m are widely used. As these piles are subjected to lateral loads caused by wind, waves, and currents, the designs of the pile foundations supporting the ...
Tao Li, Xinran Yu, Ben He, Song Dai
doaj +1 more source
Effect of Embedment and Spacing Ratios on the Response of Lateral Load of Single and Group Piles [PDF]
This paper displays an experimental work of three-scale model tests of single pile and nine–scale model tests of group pile (1x2) with spacing to diameter (S/D) ratios (2,4, and 6) respectively.
Mohammed Al-Neami +2 more
doaj +1 more source
Performance of rubberized concrete-filled hollow steel column under monotonic and cyclic loadings [PDF]
Concrete-filled hollow steel (CFHS) has become more popular due to its advantages and benefits compared to reinforced concrete. This paper presents the experimental investigation on the performance of rubberized pozzolanic concrete-filled hollowsteel ...
Muhammad Najmi Mohamad Ali Mastor +7 more
doaj +1 more source
Ultimate lateral load resistance of laterally loaded pile [PDF]
Several methods are available for predicting ultimate lateral load resistance of laterally loaded pile. These methods often produce significantly different ultimate lateral resistance. This makes it difficult to select an appropriate method in designing/predicting ultimate lateral resistance of pile.
Rahman, Md.M. +3 more
openaire +2 more sources
Although pile foundations are usually subjected to both lateral and vertical loads, there have been few studies on the pile response under the combined loadings.
Tao Liu, Yongqing Lai, Ben He, Na Lv
doaj +1 more source
The static lateral load–slip behavior of a single-shear plywood-to-plywood single-staple connection (SPSC) was investigated experimentally. A mechanics-based approach was used to develop mechanical models for deriving estimation equations for critical ...
Wen-Gang Hu, Ji-Lei Zhang
semanticscholar +1 more source
Tree structural defects are a common cause of tree failure. These structural defects often result from progressive wood decay over time. Therefore, special attention is required to study the changes in the lateral responses of trees as defects are ...
Yongmin Kim +2 more
semanticscholar +1 more source
Investigation on cross sheeting thickness and its width in strengthening of steel shear wall under seismic load [PDF]
The steel shear wall, as a system to resist the lateral loads, buckles when it is vulnerable to the lateral loads applied to the frame before it reaches its ultimate strength.
Mahmood Seraji +2 more
doaj +1 more source

