Zobrazeno 1 - 10
of 762
pro vyhledávání: '"CF Lee"'
Publikováno v:
Value in Health. 25:S264
Publikováno v:
European Spine Journal. 21:269-337
Publikováno v:
Soils and Foundations. 51:801-812
Problems induced by slope excavations are quite common. An in-flight excavation device was realized to simulate the live excavation of slopes at high g levels during centrifuge model tests. A series of centrifuge model tests was conducted to simulate
Publikováno v:
Advanced Materials Research. :3662-3667
Excavations on steep slopes are common problems in practice; little work has been done on the geotextile reinforcement effect in such a situation. Two centrifuge model tests were conducted to simulate the excavation of cohesive slopes with and withou
Publikováno v:
Value in Health. 21:S9
Publikováno v:
Canadian Geotechnical Journal. 47:648-661
The significance of studying soil behaviour in a constant shear stress path to understand rain-induced slope failures and debris flows has long been recognized. Studies with constant shear tests have, however, been limited, and some past results from
Publikováno v:
Geotextiles and Geomembranes. 28:12-22
Geosynthetics are widely used to reinforce slopes due to their successful performance and economical efficiency. A series of centrifuge model tests was conducted in order to investigate the behavior of the geotextile-reinforced cohesive slopes and to
Publikováno v:
Canadian Geotechnical Journal. 44:343-354
Landslide 1 is located on the right bank of the downstream side of the dam for Hongjiadu Hydropower Station in Guizhou Province, China. In view of its close proximity to important workings, the stability of the slide is of great concern. Ground inves
Publikováno v:
Canadian Geotechnical Journal. 42:13-26
A full-scale field experiment has been conducted in an instrumented saprolite slope in Hong Kong. Soil moisture probes, tensiometers, piezometers, inclinometers, earth pressure cells, and a rain gauge were installed in the slope before and during exc
Publikováno v:
Canadian Geotechnical Journal. 42:147-165
This paper presents the field investigation of a major landslide that occurred in a newly dredged slope for port development in the city of Tianjin, northern China. The dredged slope comprised underconsolidated soft clay of recent marine and river de