Acknowledgments

The financial support for this work from the Department of Science and Technology, Government of India,is gratefully acknowledged.The writer is thankful to Professor K. Rajagopal for his valuable comments and suggestions.

References

ASTM. (2001).“Standard test method for determining tensile properties

of geogrids by single or multi-rib tensile method.” D6637, ASTM Int.,

West Conshohocken, Pa., Vol. 04.13.

ASTM. (2006a). “Standard test methods for maximum index density and

unit weight of soils using a vibratory table.” D4253, ASTM Int., West

Conshohocken, Pa., Vol. 04.08.

ASTM.(2006b). “Standard test methods for minimum index density and

unit weight of soils and calculation of relative density.” D4254,

ASTM Int., West Conshohocken, Pa., Vol. 04.08.

Bathurst, R. J., and Jarrett, P. M. (1989). “Large scale model tests of geocomposite mattresses over peat subgrades.” Transp. Res. Rec.,1188, 28–36.

Buckingham, E. (1914).“On physically similar systems.”Phys. Rev., 4,345–376.

Bush, D. I., Jenner, C. G., and Bassett, R. H. (1990).“The design and

construction of geocell foundation mattress supporting embankments

over soft ground.”Geotext. Geomembr., 9, 83–98.

Carroll, R. G., Jr., and Curtis, V. C. (1990).“Geogrid connections.” Geotext.Geomembr., 9, 515–530.

Chummar, A. V. (1972).“Bearing capacity theory from experimental results.”J. Soil Mech. and Found. Div., 98, 1311–1324.

Dash, S. K., Krishnaswamy, N. R., and Rajagopal, K. (2001). “Bearing

capacity of strip footings supported on geocell-reinforced sand.” Geotext.Geomembr., 19, 235–256.

Dash, S. K., Reddy, P. D., and Raghukanth, S. T. G. (2008).“Subgrademodulus of geocell-reinforced sand foundation.” Proc., Institution ofCivil Engineers—Ground Improvement, 161, 79–87.

Dash, S. K., Sireesh, S., and Sitharam, T. G. (2003a).“Behaviour ofgeocell reinforced sand beds under circular footing.” Proc., Institution

of Civil Engineers—Ground Improvement, 7, 111–115.

Dash, S. K., Sireesh, S., and Sitharam, T. G. (2003b).“Model studies on circular footing supported on geocell reinforced sand underlain by

soft clay.” Geotext. Geomembr., 21, 197–219.Fragaszy, R. J., and Lawton, E. (1984). “Bearing capacity of reinforced

sand subgrades.” J. Geotech. Engrg., 110, 1500–1507.

Gibson, R. E. (1953). “Experimental determination of the true cohesion

and true angle of internal friction in clays.” Proc., 3rd Int. Conf. on

Soil Mechanics and Foundation Engineering, ISSMFE, Zurich, 1,126–130.

Langhaar, J. L. (1951). Dimensional analysis and theory of models,

Wiley, New York.

Mitchell, J. K., Kao, T. C., and Kavazanjiam, E., Jr. (1979). “Analysis of grid cell reinforced pavement bases.” Technical Rep. No. GL-79-8,

U.S. Army Waterways Experiment Station, Vicksburg, Miss.

Simac, M. R. (1990). “Connections for geogrid systems.” Geotext.

Geomembr., 9, 537–546.

Sireesh, S., Sitharam, T. G., and Dash, S. K. (2009). “Bearing capacity of circular footing on geocell-sand mattress overlying clay bed with

void.” Geotext. Geomembr., 27, 89–98.

Sitharam, T. G., Sireesh, S., and Dash, S. K. (2005).“Model studies of a circular footing supported on geocell-reinforced clay.” Can. Geotech. J., 42, 693–703.

Zhou, H., and Wen, X. (2008).“Model studies on geogrid- or geocellreinforced sand cushion on soft soil.”Geotext. Geomembr., 26, 231–238.

上一篇:考虑桩帽柔性的群桩阵列英文文献和中文翻译
下一篇:变形地基上的土工合成材料加筋的悬臂墙体行为英文文献和中文翻译

未加筋的低屈服点钢板剪...

铝合金加筋板极限强度的...

变形地基上的土工合成材...

压疮高危人群的标准化中...

提高教育质量,构建大學生...

浅谈高校行政管理人员的...

浅论职工思想政治工作茬...

酵母菌发酵生产天然香料...

从政策角度谈黑龙江對俄...

上海居民的社会参与研究

AES算法GPU协处理下分组加...

STC89C52单片机NRF24L01的无线病房呼叫系统设计

基于Joomla平台的计算机学院网站设计与开发