Retraction Note to: Study of Factors Affecting the Compressive Strength of Sandy Soil Stabilized with Polymer (Geotechnical and Geological Engineering, (2010), 28, 2, (139-145), 10.1007/s10706-009-9287-7);Study of factors affecting the compressive strength of sandy soil stabilized with polymer

Geotechnical and Geological Engineering

Volumn 28, Issue 2, 2010, Pages 139-145

  Zandieh, Ali Reza ^a   Yasrobi, S Shahaboddin ^a  

^a TARBIAT MODARES UNIVERSITY   (Iran)

Author keywords

Compressive strength; Dune sand; Polymer; Soaking test; Stabilization additives

Indexed keywords

COMPRESSIVE STRENGTH; CURING; EMULSIFICATION; FLY ASH; LIME; POLYMERS; SAND; SHOULDERS (ROAD); SILICATES; SOIL MECHANICS; SOIL TESTING; SOILS; URANIUM COMPOUNDS;

AIRFIELD CONSTRUCTIONS; DUNE SANDS; DURABILITY PROPERTY; LIGNIN DERIVATIVES; PERMEABLE MATERIAL; QUALITY CONSTRUCTION; SOAKING TEST; SOIL STABILIZATION;

STABILIZATION;

COMPRESSIVE STRENGTH; CONSTRUCTION MATERIAL; DUNE; POLYMER; ROAD; SAND; SANDY SOIL; SOIL STABILIZATION;

EID: 77951767383     PISSN: 09603182     EISSN: 15731529     Source Type: Journal    
DOI: 10.1007/s10706-017-0304-y     Document Type: Erratum

References (7)

1. Ajayi-Majebi A, Grissom WA, Smith LS, Jones EE (1991) Epoxy-resin based chemical stabilization of a fine, poorly graded soil system. In Transportation Research Record 1295, TRB, National Research Council, Washington, D. C.
2. Gopal R, Singh J, Das G (1983) Chemical stabilisation of sand comparative studies on urea-formaldehyde resins as dune sand stabiliser and effect of compaction on strength (Part IV). In Transactions of Indian Society of Desert Technology and University Centre of Desert Studies, Vol. 8 No. 2, Indian Society of Desert Technology, Jodhpur, India, pp 13-19.
3. Oldham JC, Eaves RC, White DW (1977) Materials evaluated as potential soil stabilizers. miscellaneous paper S-77-15. U. S. Army Engineer Waterways Experiment Station, Vicksburg, MS.
4. Palmer JT, Edgar TV, Boresi AP (1995) Strength and density modification of unpaved road soils due to chemical additives. Master's Thesis, University of Wyoming, Department of Civil and Architectural Engineering, Laramie, Wyoming, January.
5. Rauch AF, Harman JS, Katz LE, Liljestrand HM (2003) Measured effects of liquid soil stabilizers on engineering properties of clays, transportation research record 1787, TRB, National Research Council, Washington, DC, pp 33-41.
6. Santoni RL, Tingle JS, Webster SL (2003) Stabilization of silty sand with non-traditional additives, transportation research record 1787, TRB, National Research Council, Washington, DC, pp 33-41.
7. Vedenskaya VA, Ogneva NE, Korshak VV, Mekhant'eva LI, Goguadze Ts. A (1971) Consolidation of over-moist soils by copolymers of guanidine acrylate and methacryloguanidine-urea hydrochloride with certain alkylidene bisacrylamides (Translated by Inglis EA). In Soviet plastics, Vol. 7. Rubber and Technical Press, London, pp 55-58.