Results 21 to 30 of about 18,790 (265)

Research on Grouting Construction of Icebreaking Cone Structure of Single Pile in Dalian Offshore Wind Power Project

open access: yes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
doaj   +1 more source

Effects of cyclic loading on lateral bearing capacity of single pile in silty seabed

open access: yesYantu gongcheng xuebao
Under 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
doaj   +1 more source

Dynamic Response Difference of Single Pile and Pile Group with Variable Section in Variation of Seismic Subsidence Soil Layer

open access: yesShanghai Jiaotong Daxue xuebao
In 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
doaj   +1 more source

Bearing capacity of single root pile considering cushion effects

open access: yesYantu 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
doaj   +1 more source

Mathematical Model of Single Pile [PDF]

open access: yesJournal of the Geotechnical Engineering Division, 1974
This paper describes a computer model that combines two approaches to the study of the behavior of pile foundations. Results are encouraging in that they show that this model can predict pile behavior if adequate soil data are received.
Noel J. Gardner, Roy Sage
openaire   +1 more source

Modelling and Assessment of a Single Pile Subjected to Lateral Load

open access: yesStudia Geotechnica et Mechanica, 2018
A three-dimensional finite element technique was used to analyse single pile lateral response subjected to pure lateral load. The main objective of this study is to assess the influence of the pile slenderness ratio on the lateral behaviour of single ...
Abbas Jasim M.   +2 more
doaj   +1 more source

Study on Bearing Capacity of Reinforced Composite Pipe Pile Group in Reclaimed Stratum under Vertical Load

open access: yesJournal of Marine Science and Engineering, 2023
A new stiffened composite pipe pile was developed for improving the foundation of reclaimed ground in ocean engineering. To study the bearing capacity of the stiffened composite pipe pile group, a combination of field test and finite element method was ...
Xiaohua Bao   +5 more
doaj   +1 more source

A Bibliometric Analysis of Publications in Uremic Toxins From 1991 to 2024

open access: yesTherapeutic Apheresis and Dialysis, EarlyView.
ABSTRACT Background Uremic toxins are a growing area of research in nephrology, with significant implications in the progression and treatment of chronic kidney disease (CKD) and the management of end‐stage kidney disease (ESKD). This bibliometric analysis aims to evaluate the global research trends, key contributors, and the impact of publications in ...
Yuh‐Shan Ho   +7 more
wiley   +1 more source

Study on vertical vibration characteristics of single and group friction piles in multi-layered soil

open access: yesYantu gongcheng xuebao
To study the vertical vibration characteristics of single and group friction piles in multi-layered soil, a series of field vertical pile foundation dynamic tests are carried out, a vertical calculation model of friction single pile and pile group in ...
CAO Xiaolin 1, 3 , ZHOU Fengxi 1 , DAI Guoliang 2, LIANG Yuwang 1, WANG Liye 1
doaj   +1 more source

Analysis on Bearing Behavior of Single Pile under Combined Action of Vertical Load and Torque in Expansive Soil

open access: yesApplied Sciences, 2023
To reasonably analyze the bearing characteristics of curved beam bridge pile foundation under the combined action of vertical force (V) and torque (T) in expansive soil, a method of determining Tu (limit torque) under the action of V is proposed ...
Zhi Wang   +4 more
doaj   +1 more source

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