Results 21 to 30 of about 317,336 (296)
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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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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Performance of axially loaded single pile embedded in cohesive soil with cavities [PDF]
, 2017 The stability of a single model pile located adjacent to a continuous cavity was studied. This paper is an attempt to understand the behaviour of axially loaded single pile embedded in clayey soil with the presences of cavities.
Al-Jazaairry, AA, Toma-Sabbagh, TM
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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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南方能源建设, 2021 [Introduction] The icebreaking cone structure is a unique structure of the offshore wind power single pile foundation structure in north. The installation of the icebreaking cone is one of the key points and difficulties in the construction of the single
SUN Xuan +4 more
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Effects of cyclic loading on lateral bearing capacity of single pile in silty seabed
Yantu gongcheng xuebaoUnder larger wave loading, the bearing capacity of marine single pile foundation will be reduced, even instability occurs. A series of undrained shear triaxial tests on the remolded marine silt in Hangzhou Bay are carried out by means of the GDS triaxial
WANG Mingyuan 1, SUN Jizhu 2, WANG Yong 3, YANG Yang 4
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Shanghai Jiaotong Daxue xuebaoIn order to study the difference of dynamic response between large diameter variable section single pile and pile group foundations in seismic subsidence soil with different thicknesses under ground motion, based on the Xiang’an Bridge of Xiamen Second ...
FENG Zhongju, WANG Wei, ZHANG Cong, ZHU Jixin, WANG Yiran, MENG Yingying
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Exclusive Jet Measurement in Special LHC Runs - Feasibility Studies
, 2016 The feasibility studies of the central exclusive jet production at the LHC using the proton tagging technique are presented. Three classes of data taking scenarios are considered: double tag at high pile-up, single tag at low pile-up and double tag at ...
Trzebinski, M.
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Interactive singulation of objects from a pile [PDF]
, 2012 —Interaction with unstructured groups of objects allows a robot to discover and manipulate novel items in cluttered environments. We present a framework for interactive singulation of individual items from a pile.
Dieter Fox +2 more
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Bearing capacity of single root pile considering cushion effects
Yantu gongcheng xuebao, 2022 For the slipped soft soil foundation in the storage yard of a wharf, the root pile-net composite foundation is used. The centrifugal model test are carried out to study the effects of cushions on the bearing behaviors of single root pile.
REN Guo-feng 1, 2, LIU Chao 3, LIN Xian-cai 3, CAO Chang-hao 4, LIAN Chang-qiu 4
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