Zhang et al., 2020 - Google Patents
Effect of cushion and cover on moisture distribution in clay embankments in southern ChinaZhang et al., 2020
- Document ID
- 9451981173961359074
- Author
- Zhang J
- Li F
- Zeng L
- Zheng J
- Zhang A
- Zhang Y
- Publication year
- Publication venue
- Journal of Central South University
External Links
Snippet
To achieve durability of the embankment in southern China, a method to control the change of moisture content with the cushion and cover was proposed. A finite element model of cushion and cover considering different materials and thicknesses for a typical embankment …
- 230000000694 effects 0 title abstract description 44
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/04—Foundations produced by soil stabilisation
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/003—Foundations for pavings characterised by material or composition used, e.g. waste or recycled material
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/10—Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
- E01C7/14—Concrete paving
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/02—Investigation of foundation soil in situ before construction work
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Zhang et al. | Numerical simulation of the moisture migration of unsaturated clay embankments in southern China considering stress state | |
Fredlund et al. | The relationship of the unsaturated soil shear strength to the soil-water characteristic curve | |
Tai et al. | Cooling performance and deformation behavior of crushed-rock embankments on the Qinghai-Tibet Railway in permafrost regions | |
Zhang et al. | Effect of cushion and cover on moisture distribution in clay embankments in southern China | |
Raj et al. | Rain-triggered slope failure of the railway embankment at Malda, India | |
Jiang et al. | Field study on swelling-shrinkage response of an expansive soil foundation under high-speed railway embankment loads | |
Pu et al. | Initiation mechanism of mudflow-like loess landslide induced by the combined effect of earthquakes and rainfall | |
Djellali et al. | Behavior of flexible pavements on expansive soils | |
Safari et al. | Variation of crack intensity factor in three compacted clay liners exposed to annual cycle of atmospheric conditions with and without geotextile cover | |
Liu et al. | Long-term performance of temperature and humidity in the road embankment constructed with recycled construction and demolition wastes | |
Khan et al. | Performance evaluation of a highway slope on expansive soil in Mississippi | |
Zhou et al. | The failure mode of transmission tower foundation on the landslide under heavy rainfall: a case study on a 500-kV transmission tower foundation on the Yanzi landslide in Badong, China | |
Apriyono et al. | Serviceability of cut slope and embankment under seasonal climate variations | |
Dai et al. | Model test study on the deformation and stability of rainfall-induced expansive soil slope with weak interlayer | |
Rahardjo et al. | Effect of rainfall infiltration on deformation of geobarrier wall | |
Kagan et al. | To the question of improvement the normative methodology for calculating the frost resistance of a road structure | |
He et al. | Wide/narrow-area slope stability analysis considering infiltration and runoff during heavy precipitation | |
Stacho et al. | Numerical analysis of soil improvement for a foundation of a factory using stone columns made of different types of coarse-grained materials | |
Wang et al. | Field tests of expansive soil embankment slope deformation under the effect of the rainfall evaporation cycle. | |
Castro et al. | Unsaturated numerical analysis of a railroad track substructure considering climate data | |
Kamenchukov et al. | Improving the stability of high embankment slopes on weak foundations | |
Chao et al. | Evaluation of failure of embankment slope constructed with expansive soils | |
Zhang et al. | Moisture migration and control of new embankment for reconstruction and expansion project in southern China | |
Rahayu et al. | Effect of slope protection using concrete waste on slope stability during rainfall | |
Cheng et al. | Soil-atmosphere interaction as triggering factors of openings between embankment and pavement |