Khan et al., 2016 - Google Patents
A comparative study of ground improvement by lime and granularKhan et al., 2016
View PDF- Document ID
- 11177568806682668593
- Author
- Khan M
- Hussain S
- Naseer S
- Jamil S
- Ali L
- Publication year
- Publication venue
- 8 th International Civil Engineering Congress
External Links
Snippet
The rapid increase in construction activities over the past few decades have undeniably increased the importance of ground improvement techniques. Ground improvement techniques are numerous but all aim to rectify the engineering behavior of problematic soils …
- 235000008733 Citrus aurantifolia 0 title abstract description 36
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
- 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
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
-
- 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
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
-
- 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
- E02D17/00—Excavations; Bordering of excavations; Making embankments
-
- 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
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
-
- 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 |
---|---|---|
Hasan et al. | Experimental and numerical analysis of geosynthetic-reinforced floating granular piles in soft clays | |
Hasan et al. | Performance of geosynthetic-reinforced granular piles in soft clays: model tests and numerical analysis | |
Katti | Search for solutions to problems in black cotton soils | |
Mohanty et al. | Experimental and numerical studies on response of the stone column in layered soil | |
Nazari Afshar et al. | Experimental studies on bearing capacity of geosynthetic reinforced stone columns | |
Das et al. | A study of the behavior of stone column in local soft and loose layered soil | |
Consoli et al. | Loading tests on compacted soil, bottom-ash and lime layers | |
Kwa et al. | Ground improvement using stone column construction encased with geogrid | |
Khan et al. | A comparative study of ground improvement by lime and granular | |
Malekpoor et al. | Behavior of compacted lime-soil columns | |
Prasad et al. | Stabilization of marine clays with geotextile reinforced stone columns using silica-manganese slag as a stone column material | |
Zahmatkesh et al. | Investigation of bearing capacity and settlement of strip footing on clay reinforced with stone columns | |
Ahmed et al. | Behavior of Square Footing Erected on Gypseous Soil Treated by Ceramic Wastes | |
Mohtasham et al. | Investigation of the effect of dimensional characteristics of stone column on load-bearing capacity and consolidation time | |
Fattah et al. | Strength improvement of soft soil treated using stone columns | |
Sohaib et al. | Experimental study on improvement of soft clay using sand columns | |
Yadu et al. | Effect of depth and number of layers of reinforcement on bearing-capacity ratio of strip footing resting on granulated blast-furnace slag reinforced with geogrid | |
Ali | Effect of encasement length on geosynthetic reinforced stone columns | |
Tandel et al. | Deformation behaviour of ground improved by reinforced stone columns | |
Arora et al. | Bearing capacity of square footing resting on fibre-reinforced pond ash overlying soft clay | |
Chandrawanshi et al. | Effect on settlement reduction due to method of construction of stone column: an experimental small scale study | |
Prasad et al. | A behavior of reinforced vibrocompacted stone column in peat | |
Hasan et al. | Strength of soft clay reinforced with 10 mm single crushed coconut shell (ccs) column | |
Al-Saoudi et al. | Treatment of soft soil by sand columns | |
Karim et al. | Soft clay soil improvement using stone columns and dynamic compaction techniques |