Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Peng Ming Jiang"'
Publikováno v:
Journal of Marine Science and Engineering, Vol 11, Iss 9, p 1805 (2023)
Calcareous sand, a type of marine sediment formed from the skeletal remains of marine life, exhibits unique characteristics such as high porosity and fragility due to its biological origin. Particle breakage is a key attribute of calcareous sand. Giv
Externí odkaz:
https://doaj.org/article/46d7ee1a8ba940e3814d60565fa6c1bb
Publikováno v:
Soils and Foundations, Vol 62, Iss 3, Pp 101157- (2022)
A series of cyclic triaxial tests were performed to study the effect of anisotropic stress, sand content (in a fly ash-sand mixture), and addition of gravel on the cyclic resistance of fly ash. The results indicated that the failure mode of pure fly
Externí odkaz:
https://doaj.org/article/b22bf472ec2441369c2ede09eaf4834a
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
Soil-rock slopes are widely distributed in central or western China. With the development of transportation, many subgrades are being built on mountainsides and therefore, slope stability has to be estimated under high loadings. To obtain better esti
Externí odkaz:
https://doaj.org/article/bd054723c3694689b01da28472090a91
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
In this study, to support slope stability estimating engineering, the stability of a slope with cracks lying on two-layered slopes was investigated by a self-developed adaptive element limit analysis (AFELA) code. Upper bound (UB) and lower bound (LB
Externí odkaz:
https://doaj.org/article/235019359f57441aa1fc836180b33d58
Publikováno v:
Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022) ISBN: 9783031118975
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::14d4393978a1b32814a41e50c3a33251
https://doi.org/10.1007/978-3-031-11898-2_144
https://doi.org/10.1007/978-3-031-11898-2_144
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 242:052008
Publikováno v:
IOP Conference Series: Earth & Environmental Science; 2020, Vol. 510, p1-7, 7p
Publikováno v:
Applied Mechanics and Materials. :748-752
The formulas of critical edge pressure and critical load are usually developed by assuming Poisson’s ratio equal to 0.5. It means that the soil be in a triaxial equi-compression state. This assumption increases the lateral load of subsoil, and make
Publikováno v:
Applied Mechanics and Materials. :766-771
Soil is divided for finding the ultimate bearing capacity of foundation with given buried depth and size. Supposing a uniform load acts on the foundation, Mindlin’s integral formula and corner points method are used to get extra stress of every mes
Publikováno v:
Applied Mechanics and Materials. :847-852
As the complexity of unsaturated soil theory, and it must have a long test period when we study the unsaturated soils, so the conventional design analysis software does not provide such analysis, so we can imagine that such a slope stability analysis