Results 21 to 30 of about 11,226 (263)
Seismic interaction analysis of deep excavation- piled foundation in soft soils [PDF]
Journal of Structural and Construction Engineering, 2021 Dynamic interaction analysis of deep excavation-piled foundation in soft soils is studied. In this contribution, deep excavation is considered to be adjacent to the piled foundation.
Abdolghafour Khademalrasoul +1 more
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Numerical Analysis of Deep Excavation
University of Khartoum Engineering Journal, 2022 Because of limited knowledge on experience on deep excavation analysis in Sudan, this study aimed to study numerical models for modeling deep excavation and adjacent buildings or public facilities near by the excavation. A series of parametric studies were conducted to evaluate the effect of wall stiffness and strut stiffness.
Suliman Mohamed, Magdi M. E. Zumrawi
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Evaluation of Hypoplastic Clay Model for Deep Excavation Modelling
Archives of Civil Engineering, 2016 This paper presents an evaluation of the Hypoplastic Clay constitutive model for finite element analysis of deep excavations and displacements induced by excavations in the influence zone.
Mitew-Czajewska M.
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Stability Analysis and Parameter Optimization of Deep Excavation Supporting System in Granular Soils
Advances in Civil Engineering, 2020 Deep excavations are prone to result in excessive ground surface settlement displacement of surrounding existing structures, which could cause severe economic damage, even casualties.
Manman Dong, Pengjiao Jia
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Advances in Civil Engineering, 2023 The rapid development of urban above- and underground transportation has brought an increasing number of deep foundation pit projects that close to existing urban viaducts.
Wancai Zhong +4 more
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Incremental Iterative Calculation Method for Stress and Deformation of Retaining Structures under Asymmetric Excavation [PDF]
长江科学院院报[Objectives] Numerous engineering practices and studies on foundation pits have shown that the bending moment and horizontal displacement of the support structure on the deep excavation side of asymmetric excavation foundation pits are significantly ...
JIN Ya-bing, YU Peng, GE Fan, FU Xu-dong
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Applied Sciences, 2022 The aim of this study is to predict the influenced zone of deep excavation on adjacent tunnel displacement, evaluate the control effect of ground improvement, and give the optimal parameters for ground improvement. Based on the current research, a series
Bo Liu, Chengmeng Shao, Wen Xu
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YIPFα1A expression is regulated by multilayered molecular mechanisms
FEBS Open Bio, EarlyView.YIPFα1A, a five‐pass Golgi protein, is regulated at multiple layers. (1) Rare‐codon enrichment drives translation‐coupled mRNA decay. (2) A proximal 3′‐UTR element stabilizes mRNA. (3) A distal 3′‐UTR element included by alternate poly(A) site usage represses translation, which can be overridden by the proximal 3′‐UTR element.
Tokio Takaji +2 more
wiley +1 more source
Yantu gongcheng xuebaoThe soil arching caused by shield tunnel excavation in deep soft soil layers is directly related to the tunnel depth and creep characteristics of soft soil.
LIU Shujia1, 2 , LIAO Shaoming2, 3, MA Xianfeng2, 3
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Yantu gongcheng xuebao, 2017 The deep excavation has a significant influence on the bearing capacity and settlement of piles beneath excavation. However, there are few researches on the influencing factors, especially the distribution of strata.
DIAO Yu 1, 2, LI Guang-shuai 1, 2, ZHENG Gang 1, 2
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