Woo et al., 1989 - Google Patents
Preconsolidation of soft Bangkok clay by vacuum loading combined with non-displacement sand drainsWoo et al., 1989
View PDF- Document ID
- 1601433625023318052
- Author
- Woo S
- Moh Z
- Van Weele A
- Chotivittayathanin R
- Trangkarahart T
- Publication year
- Publication venue
- Proc., 12th ICSMFE
External Links
Snippet
There are many soil improvement techniques for decreasing post a site with soft clay deposit. In 1983, a geotechnical improvement study Second Bangkok International Airport Project, Thailand, was carried out. niques by means of non-displacement sand drains with …
- 239000004576 sand 0 title abstract description 34
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
- 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
- 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
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/10—Restraining of underground water by lowering level of ground water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/26—Placing by using several means simultaneously
-
- 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
- E02D5/74—Means for anchoring structural elements or bulkheads
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B43/00—Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells
- E21B43/16—Enhanced recovery methods for obtaining hydrocarbons
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
-
- 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
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Bergado et al. | Smear effects of vertical drains on soft Bangkok clay | |
Bergado et al. | Prefabricated vertical drains (PVDs) in soft Bangkok clay: a case study of the new Bangkok International Airport project | |
Rujikiatkamjorn et al. | Analytical solutions and design curves for vacuum-assisted consolidation with both vertical and horizontal drainage | |
Marchetti | In situ tests by flat dilatometer | |
Bergado et al. | Improvement of soft Bangkok clay using vertical drains | |
Fetzer | Electro-osmotic stabilization of west branch dam | |
Long et al. | Performance of PVD improved soft ground using vacuum consolidation methods with and without airtight membrane | |
Sun et al. | A pilot test on a membraneless vacuum preloading method | |
CN104120710A (en) | Soft foundation reinforcing processing method of vacuum preloading combined hydraulic reclamation mud | |
Bergado et al. | Improvement of soft Bangkok clay using vertical geotextile band drains compared with granular piles | |
Huat et al. | Ground improvement techniques | |
Woo et al. | Preconsolidation of soft Bangkok clay by vacuum loading combined with non-displacement sand drains | |
Al-Shamrani | Application of the C α/C c concept to secondary compression of sabkha soils | |
CN106836182A (en) | A kind of compacted technique of vibroflotation water conservancy diversion | |
Moh et al. | Preconsolidation of soft Bangkok clay by non-displacement sand drains and surcharge | |
CN113463673B (en) | High vacuum system combined densification method foundation treatment method and device | |
Bergado et al. | Recent developments of ground improvement with pvd on soft Bangkok clay | |
Tian Ho et al. | Ground improvement via vacuum consolidation method in Vietnam | |
Woo et al. | PRECONSOLIDATION OF SOFT EANGKOK CLAY EYVACUUM LOADING COMEINED | |
CN1074001A (en) | Processing method of hole digging mud jacking pile | |
Cai et al. | Application of a new vacuum preloading method for tideland reclamation in Wenzhou, China | |
SU1678971A1 (en) | Method of sinking piles | |
Chai et al. | A design method for soft subsoil improvement with prefabricated vertical drain | |
CN115369855B (en) | Soft soil roadbed construction method | |
RU2275467C1 (en) | Sliding slope consolidation method |