Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Jinhuo Zheng"'
Publikováno v:
Shuiwen dizhi gongcheng dizhi, Vol 51, Iss 1, Pp 102-110 (2024)
The retaining piles for foundation pits are usually arranged with equal pile lengths. However, in foundation pit projects in deep and soft soil areas, the retaining piles need to be embedded in good soil below the soft soil, so the pile lengths are l
Externí odkaz:
https://doaj.org/article/4b4c0c5c2d484770a1bffc5882712355
Publikováno v:
Water, Vol 15, Iss 19, p 3430 (2023)
Based on a foundation pit project in Fuzhou, China, the influence of foundation pit excavation on the supporting structure and surrounding environment in a soft-soil area is studied. This study was based on actual monitoring data and investigated the
Externí odkaz:
https://doaj.org/article/85e18b83fbe74effa1d97f59f56088d0
Publikováno v:
Water, Vol 15, Iss 16, p 3008 (2023)
In addition to selecting an effective support structure to control deformation, precipitation and water stopping should also be considered when designing a support scheme for water-bearing foundation pits in soft soil areas. This paper presents a det
Externí odkaz:
https://doaj.org/article/2cf8c0c22db94aa892a208406b565874
Publikováno v:
Applied Sciences, Vol 13, Iss 8, p 4840 (2023)
Site velocity structure determination and stratigraphic division are important purposes of microtremor survey, and the precision of dispersion curves is an important factor affecting the accuracy of microtremor survey. In order to obtain more accurat
Externí odkaz:
https://doaj.org/article/e4c042bc6a2f4faba0bd46326ba5e355
Autor:
Xue Han, Anlong Jiang, Jinhuo Zheng, Xiangui Zhou, Yewei Chen, Sibao Fang, Xin Li, Jianhua He, Haifeng Li
Publikováno v:
Advances in Materials Science and Engineering, Vol 2022 (2022)
Based on the design concept of earthquake-resilient structure, a new-type of box-shaped steel piers with embedded energy-dissipating steel plates was proposed. Quasi-static tests of 6 box-shaped steel pier specimens under variable axial pressure and
Externí odkaz:
https://doaj.org/article/8084463e402146cb8404391c75eabaab
Autor:
Jinhuo Zheng1, Minglong Shen1,2 minglongshen@stu.cuz.edu.cn, Motahari, Mohammad Reza3 m_motahari@araku.ac.ir, Khajehzadeh, Mohammad4
Publikováno v:
Periodica Polytechnica: Civil Engineering. 2023, Vol. 67 Issue 3, p902-913. 12p.
Publikováno v:
Marine Georesources & Geotechnology. :1-8
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::42b8f4e965b7c0a769a727e5583c0527
https://doi.org/10.1080/1064119x.2022.2158766
https://doi.org/10.1080/1064119x.2022.2158766
Publikováno v:
International Journal of Civil Engineering. 17:193-203
This study focuses on the changes of undrained shear strength (Su) and pore pressure (u2) due to the installation of prestress concrete pile (PCP) in Fujian marine soft clay in China. The changes of Su values due to PCP installation are measured by v
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7f7535da48fe0182113a3c880dc4f057
https://doi.org/10.1007/s40999-017-0200-0
https://doi.org/10.1007/s40999-017-0200-0