Results 11 to 20 of about 18,790 (265)
Laboratory Model Test to Explore the Bearing Mechanism of Composite Foundation in the Loess Area
Advances in Civil Engineering, 2021 Pile composite foundation can make good use of the bearing capacity of the soil and pile, which is widely used in the Chinese northwest loess area.
Longfei Xu +5 more
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Advances in Civil Engineering, 2022 Necking in different positions of a pile body has a significant influence on the bearing performance of a single pile. The transparent soil model experiment was adopted to investigate the impacts of necking positions on the vertical bearing capacity of a
Qingnian Yang +3 more
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Experimental Study on the Force Characteristics of Superlong Pile Groups in Silty Sand
Advances in Civil Engineering, 2022 Laboratory model testing of single pile and superlong pile groups in saturated silty sand was conducted to investigate the response and bearing behavior of superlong pile groups with a high or low cap under vertical loads. The load transfer mechanism and
Yonghui Li +3 more
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Resistance Capacity of Inclined Anchored Pile Group to Lateral Load in Sandy Soil
Diyala Journal of Engineering Sciences, 2022 This study was conducted to investigate the lateral behavior of inclined anchored pile group by using (3 pile) model embedded in sandy soil by relative density 65% under lateral static load.
Ali H. Ahmed, Hassan Obaid Abbas
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Bearing capacity and displacement characteristics of long-short composite piles in loess areas
Yantu gongcheng xuebao, 2018 The researches on new pile foundation are insufficient in loess areas. In order to introduce and promote the composite pile foundation with long and short piles in the loess areas, the bearing characteristics of pile foundation need to be further studied.
MA Tian-zhong 1, 2, ZHU Yan-peng 1, 2, REN Yong-zhong 3, LING Yong-qiang 1, 2
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Field tests on bearing capacities of CFG pile and root pile
Yantu gongcheng xuebao, 2022 For the soft soil foundation slipped in the storage yard of a wharf, the composite foundations with CFG pile and root pile net are used for reinforcement in different zones. The field static load tests are carried out to study the bearing behavior of the
WANG Nian-xiang 1, 2, ZHOU Chun-er 3, WU Jia-wu 3, REN Guo-feng 1, 2
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Soil-Pile Interface Model for Axially Loaded Single Piles
Soils and Foundations, 1999 On the basis of the observed experimental behavior of axially loaded friction piles driven in soft clays, a soil-pile interface model is proposed using the basic rheological units: springs, dashpots and sliding elements. All the mass of soil affected by the presence of the pile is concentrated in a ring of infinitesimal width.
ROJAS, EDUARDO +2 more
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Studying the Behavior of Axially Loaded Single Pile in Clayey Soil with Cavities [PDF]
Engineering and Technology Journal, 2011 This paper deals with the interaction between cavities and adjacent axially loaded pile in clayey soil using the three dimensional finite element program (ANSYS 11.0).Three dimensional SOLID45 and SOLID65 elements were used to model the soil and the ...
Shaymaa Tareq Kadhim
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Behavior of single pile and pile groups in consolidating clay
IOP Conference Series: Materials Science and Engineering, 2020 Abstract As the pile group is commonly in use but the effect of consolidation times on the distribution of negative skin friction and drag force along the shaft of each pile in pile groups is still not well defined and studied. This paper presents the three-dimensional (3D) numerical analysis to study the behavior of a single pile and ...
V Znamenskiy, O Hegazy, D Sayed
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Lithosphere, 2022 Aiming at the situation that the bottom of the pile foundation contains sediment defects, the theoretical analysis of the vertical bearing characteristics of the pile foundation is carried out. Based on the load transfer mechanism of the pile-soil system
Binhui Ma +6 more
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