Stabilization of weak clay with strong sand and geogrid at sand-clay interface

Transportation Research Record

Volumn , Issue 1611, 1998, Pages 55-62

  Das, Braja M ^a   Khing, Kim H ^b   Shin, Eun C ^c  

^a CALIFORNIA STATE UNIVERSITY   (United States)

^b University of Inchon ^*  (Malaysia)

^c SolarLight Ltd   (South Korea)

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; CLAY; CYCLIC LOADS; INTERFACES (MATERIALS); LOAD TESTING; SAND; SOIL MECHANICS; STABILIZATION;

CLAY STABILIZATION; LOAD-BEARING CAPACITY;

SOIL TESTING;

EID: 0032130987     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1611-07     Document Type: Article

References (4)

1. Meyerhof, G. G. Ultimate Bearing Capacity of Sand Overlying Clay. Canadian Geotechnical Journal, Vol. 11, 1974, pp. 224-229.
2. Meyerhof, G. G., and A. M. Hanna. Ultimate Bearing Capacity of Foundations on Layered Soil under Inclined Load. Canadian Geotechnical Journal, Vol. 15, 1978, pp. 565-572.
3. Vesic, A. S. Analysis of Ultimate Load on Shallow Foundations. Journal of the Soil Mechanics and Foundations Division, Vol. 99, No. SM1, ASCE, 1973, pp. 45-73.
4. Nishigata, T. and I. Yamaoka. Ultimate Bearing Capacity of Unpaved Road Reinforced by Geotextile. Proc., International Symposium on Earth Reinforcement Practice, Vol. 1, Fukuoka, Japan, 1992, pp. 659-664.