Laboratory Studies on Bio-Enzyme Stabilized Lateritic Soil ... - pmgsy

More documents

Recommendations

Info

Mechanism of Enzyme Stabilization The organic cations also reduce the thickness of the electrical double layer. This allows enzyme treated soils to be compacted more tightly together. Enzyme promotes the development of cementatious compounds using the following, general reaction: H2o + clay Enzyme Calcium Silicate Hydrates
Net Effect of Enzyme • Film of adsorbed water is greatly reduced. • The soil particles acquire a tendency to agglomerate • As a result of relative movement , the soil get condensed which in turn reduces the swelling capacity
Page 1 and 2: Laboratory <strong
Page 3 and 4: STABILIZATION MECHANISMS. MECHANISM
Page 5 and 6: Selection of stabilizer • Selecti
Page 7 and 8: Clay Particle -Water Water Relation
Page 9: Mechanism of Enzyme Stabilization
Page 13 and 14: Objectives of the Investigation •
Page 15 and 16: Materials Used • Lateritic soil
Page 17 and 18: (Andrew et al. 2002). (Isaac et al.
Page 19 and 20: Manoj Shukla et.al 2003
Page 21: • Bio-Enzymatic soil stabilizatio
Page 25 and 26: Geotechnical properties Sl No. Prop
Page 27 and 28: Geotechnical properties of Soils Sl
Page 29 and 30: Enzyme Dosage • Enzyme is to be a
Page 31 and 32: UNCONFINED COMPRESSION TEST CP ED1
Page 33 and 34: Variation of Coefficient of Permiab
Page 35 and 36: Fatigue Behavior of materials • T
Page 37 and 38: Effect of Enzyme content on Fatigue
Page 39 and 40: Effect of load repetitions on Ultim
Page 41 and 42: Effect of loading amplitude on fati
Page 43 and 44: FIELD EXPERIMENTAL STUDY • The ro
Page 45 and 46: Dynamic Cone Penetration Test (Trea
Page 47 and 48: Conclusions • Soil properties hav
Page 49 and 50: Conclusions • Fatigue Analysis -
Page 51 and 52: Concluding Remark • Based on expe
Page 53 and 54: • Brazetti, R., and Murphy, S.R.(

Laboratory Studies on Bio-Enzyme Stabilized Lateritic Soil ... - pmgsy

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?