Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Fuchen Teng"'
Publikováno v:
Journal of GeoEngineering; Sep2023, Vol. 18 Issue 3, p103-116, 14p
Publikováno v:
Bulletin of Engineering Geology and the Environment. 80:6359-6371
The application of MICP (microbial-induced calcite precipitation) to clays has been restricted due to their low permeability and small pore size, which limit bacterial mobility. The authors proposed an injection method for introducing solutions into
Publikováno v:
Computers and Geotechnics. 148:104797
Autor:
Chang-Yu Ou, Kuo-Hsin Yang, Fuchen Teng, Jiunn-Shyang Chiou, Chih-Wei Lu, An-Jui Li, Jianye Ching, Jui-Tang Liao
This book aims to introduce the principle and design of various foundations, covering shallow foundations, mat foundations, earth retaining structures, excavations, pile foundations, and slope stability. Since the analysis and design of a foundation
Publikováno v:
Journal of GeoEngineering; Jun2022, Vol. 17 Issue 2, p113-121, 9p
Publikováno v:
Construction and Building Materials. 301:124087
The study aimed to investigate the initiation and propagation of cracks in cement-based materials subjected to shear stresses via discrete element method (DEM) simulations. It carried out numerical simulations and calibration of confinement stress-de
Publikováno v:
Journal of the Chinese Institute of Engineers. 40:25-33
Electroosmotic chemical treatment is used for ground improvement. By applying electroosmotic characteristics, water discharge through soil pores is induced; concurrently, electricity is used to fac...
Publikováno v:
Geo-Congress 2019.
Publikováno v:
Tunnelling and Underground Space Technology. 106:103561
Adjacent building damages induced by excavations is crucial for excavations in urban areas. Excavation induced damage involved complex soil-structure interactions and complicated ground movements which should be evaluated at the depth of foundation o
Autor:
Shao-Chi Chien, Fuchen Teng
Publikováno v:
Advanced Research on Shallow Foundations ISBN: 9783030019228
A bacterial solution that generated microbial-induced calcite precipitation (MICP) was injected into kaolinite specimens through the electroosmotic technique in this study. Suitable electroosmotic injection times were selected to improve kaolinite sp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::db5a14be9204e893c460951eaf79d1dc
https://doi.org/10.1007/978-3-030-01923-5_11
https://doi.org/10.1007/978-3-030-01923-5_11