Zobrazeno 1 - 10
of 209
pro vyhledávání: '"load sharing ratio"'
Publikováno v:
Orthopaedic Surgery, Vol 15, Iss 6, Pp 1677-1684 (2023)
Objective Dynamization of the external fixator, defined as gradually decreasing construct‐stability of the fixator, is widely accepted as a method for treatment during the late phase of the bone healing process. However, the dynamization is mostly
Externí odkaz:
https://doaj.org/article/b77b49a5802a48cb9dc56442c2c381c8
Numerical study on the group wall effect of nodular diaphragm wall foundation in high-rise buildings
Publikováno v:
Open Geosciences, Vol 15, Iss 1, Pp 36-7 (2023)
As a new type of foundation, the nodular diaphragm wall (N-D wall) has large transverse stiffness and high bearing capacity, with low noise and low vibration, which is suitable for high-rise buildings in cities with limited land area. The reduction c
Externí odkaz:
https://doaj.org/article/308389a5ca89440fb028d45c00be14a3
Autor:
Yanghai SHI, Xianneng WANG
Publikováno v:
Zhongguo dizhi zaihai yu fangzhi xuebao, Vol 33, Iss 4, Pp 92-97 (2022)
The anchor cable anti-slip pile is a generally-used retaining structure for landslide control. The anchor cable is anchored in the rock mass below the sliding surface, so the anchor cable can be regarded as redundant constraint. Therefore, the anchor
Externí odkaz:
https://doaj.org/article/c0a9610a6af249bcbb04b66347856eed
Publikováno v:
Journal of the Mechanical Behavior of Materials, Vol 31, Iss 1, Pp 426-434 (2022)
This research aims to investigate the applicability and performance of piled rafts in soft clay. This aim has been achieved by studying how the pile length, pile number, raft-soil relative stiffness, and presence of a sand cushion beneath the raft wo
Externí odkaz:
https://doaj.org/article/6ffa2b6197fd42dfa869a4632ffa1e6e
Publikováno v:
Studia Geotechnica et Mechanica, Vol 44, Iss 1, Pp 38-52 (2022)
Ensuring the safety of existing structures is an important issue when planning and executing adjacent new foundation pit excavations. Hence, understanding the stress state conditions experienced by the soil element behind a retaining wall at a given
Externí odkaz:
https://doaj.org/article/958f8a14794e414b90b0327cf3a8deed
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Publikováno v:
Journal of Structural and Construction Engineering, Vol 8, Iss 1, Pp 307-326 (2021)
Because of non-linear and settlement dependent behavior of soil and effect of the interactions, understanding the behavior of piles and raft and the load sharing mechanism in piled rafts is a key issue. Recently, researchers have introduced few norma
Externí odkaz:
https://doaj.org/article/cd638a4cd1a84861a120b2130e56dd36
Publikováno v:
Applied Sciences, Vol 13, Iss 3, p 1557 (2023)
New and existing components of retaining structures are often combined in the width section. When combining the design and use requirements of the existing and new structures, the synergistic interactions between the existing and new structures and t
Externí odkaz:
https://doaj.org/article/faba928221e0498aacdc251a59e369be
Akademický článek
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