Results 21 to 30 of about 12,054 (263)
A Risk Model for Pile Foundations [PDF]
Proceedings of the International Symposium on Automation and Robotics in Construction (IAARC), 2003 This paper describes a model which has been developed for the purpose of assessing major risks associated with various pile foundation types and their resulting financial consequences. The work is based on a review of possible geotechnical sources of risks encountered during the placing of pile foundations. Both literature and experts are used in order
Bles, T.J. +2 more
openaire +2 more sources
Pekerjaan Pondasi Tiang Pancang: Cara Pemancangan, Kendala dan Teknologi Terbaru
ComTech, 2013 The foundation work a building project is commonly done when students conducted Real Estate Internship which leads to inadequate knowledge of foundation work obtained during internship, especially the pile foundation work.
Nina Nurdiani
doaj +1 more source
工程科学与技术, 2020 In recent years, inclined pile groups have been widely used in the construction of wharf and bridge foundation to resist lateral load, while its vertical bearing characteristics also attract the attention of researchers.
Longqi LI +4 more
doaj
工程科学与技术, 2023 Based on the Haiwen Bridge, a 1g shaking table model test was adopted to further explore the dynamic time history response law of near-fault bridge pile foundations in strong earthquake areas.
Zhongju FENG +5 more
doaj
Results in EngineeringDuring the sinking process of ultra-large onshore caisson, the structural stress of caisson will change significantly due to the changes of earth pressure, end resistance, water level in caisson and attitude of caisson.
Yitan Chen, Rong Zhang, Zhongwei Li
doaj +1 more source
Calculation of settlement of pile foundation based on conceptualization of pile shaft resistance
Yantu gongcheng xuebao, 2021 Based on the conceptualization of pile shaft resistance, the method of Mindlin's solution to calculate the settlement of pile group foundation is studied.
WANG Tao 1, 2, 3, LIU Jin-li 1, 2, 3, CHU Zhuo 1, 2, 3, WANG Xu 1, 2, 3
doaj +1 more source
Applied Sciences, 2023 To meet the ultra-high bearing capacity design requirements of pile foundations under geological conditions without a good holding layer, we invented a new type of group pile foundation with the soil continuously solidified between piles (hereinafter ...
Tao Sun +6 more
doaj +1 more source
Experimental Study on the Failure Mechanism of Finned Pile Foundation under Horizontal Cyclic Loads
BuildingsIn order to study the failure mechanism of a finned pile foundation under horizontal cyclic loads, a physical model test of the pile–soil interaction of finned pile is designed in this paper.
Lunliang Duan +6 more
doaj +1 more source
Yantu gongcheng xuebao, 2018 Based on the stress field calculated by the Mindlin stress theory with the pile diameter effect considered and the existing Mindlin homogenization stress summation method for calculating the settlement of pile group foundation, the deformation behavior ...
WANG Tao 1,2, LIU Jin-li 1,2, WANG Xu 1,2
doaj +1 more source
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
doaj +1 more source