Zobrazeno 1 - 10
of 24
pro vyhledávání: '"Guangbiao Shao"'
Autor:
Guohui Liu, Pingsheng Jia, Jianping Sun, Zongbao Jiang, Fan Yang, Guorui Yang, Guangbiao Shao
Publikováno v:
Frontiers in Earth Science, Vol 12 (2024)
In recent years, due to the changing climate conditions and the continuous deepening of water resource conservation measures, the groundwater level in northern China has gradually risen, leading to the increasingly prominent issue of anti-floating in
Externí odkaz:
https://doaj.org/article/84eb42f4f26b4b9db0cad053bad6f219
Publikováno v:
Advances in Civil Engineering, Vol 2022 (2022)
In recent years, with the continuous advancement of urbanization in China and the gradual increase in the utilization scale of underground space, foundation pits may build in a narrow and compact environment. Meanwhile, miscellaneous fill layers in t
Externí odkaz:
https://doaj.org/article/1649a4468dfa4a7d9bcb9c060b99b1de
Publikováno v:
Applied Sciences, Vol 13, Iss 4, p 2343 (2023)
The sharp change of stiffness in the soil–rock combination stratum is the weak point in the seismic design of the pipe jacking structure. To study the seismic response characteristics of vertical double-layer overlapping pipe jacking, based on the
Externí odkaz:
https://doaj.org/article/a67a48ab535345f791eceb921ba9c207
Publikováno v:
Applied Sciences, Vol 12, Iss 24, p 12780 (2022)
Aiming at the features of deformation caused by large diameter vertical two-layer pipe jacking in the soil-rock composite stratum, on-site monitoring and numerical analysis has been done based on an electric power tunnel project constructed with the
Externí odkaz:
https://doaj.org/article/9475a8a2355646ea8342028e9a9476cc
Autor:
Guangbiao Shao, Jialin Zhou
Publikováno v:
Indian Journal of Power and River Valley Development. :144-148
Building structures are insecurity when it is closed to foundation pit, which likely to collapse or produce large deformation due to design or construction faults. Dead loads of structures applied on the top of pit slope and add the probability of ci
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6daaff424ae3baf3ff6e3645c3bce124
https://doi.org/10.18311/ijprvd/2022/30658
https://doi.org/10.18311/ijprvd/2022/30658
Autor:
Guangbiao Shao
Publikováno v:
Proceedings of the 6th International Conference on Electronic, Mechanical, Information and Management Society.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f781a6af45e97ece05733d63a43b33b1
https://doi.org/10.2991/emim-16.2016.353
https://doi.org/10.2991/emim-16.2016.353
Autor:
Guangbiao Shao
Publikováno v:
Proceedings of the 6th International Conference on Electronic, Mechanical, Information and Management Society.
Grouting reinforcement technique is analyzed and designed in foundation pits which were damaged by rainstorm. Heavy rains led to a deep foundation pit are soaked and some slopes were c ollapse and the foundations of surrounding buildings were sunken.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d82b89ab2e956112ff11cdfb42992ee8
https://doi.org/10.2991/emim-16.2016.275
https://doi.org/10.2991/emim-16.2016.275
Autor:
Guangbiao Shao, Hua Juan Wang
Publikováno v:
Proceedings of the 2015 6th International Conference on Manufacturing Science and Engineering.
The small-sized drilling rig such as XY-100 is widely used in survey engineering. With the development of underpinning technique, more and more micro-pile should be drill near buildings and structures. The higher rig shelf should be upgraded for suit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8c1759b558bd2de45736cc00872e1009
https://doi.org/10.2991/icmse-15.2015.333
https://doi.org/10.2991/icmse-15.2015.333
Autor:
Guangbiao Shao
Publikováno v:
Proceedings of the 2nd International Conference on Green Materials and Environmental Engineering.
Power tower is danger when it is located on the top of slope of foundation pit. Composite soil nail technique had been used broadly in pit supporting in different situation except for building and structures nearby. Using foundation underpinning tech
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bf69c6e2d43436a2e1723d0afa0e074a
https://doi.org/10.2991/gmee-15.2015.7
https://doi.org/10.2991/gmee-15.2015.7
Publikováno v:
Journal of Earthquake Engineering; Aug2024, Vol. 28 Issue 11, p3122-3145, 24p