Date of Birth24.10.1987
E-mailaswathy [at]
Present DesignationScientist
DivisionEnvironmental Science & Technology

Educational Attainments

Degree / DiplomaMain SubjectUniversity/Institution with DistinctionCountryYear of Passing
B.Tech.Civil EngineeringUniversity of KeralaIndia2009
M.TechGeotech EngineeringNIT SuratkalIndia2011


a) Main Area of SpecializationGeotechnical Engineering
b) Sub-area of SpecializationGround Improvement

Countries visited in connection with higher studies, research training, employment and other scientific assignments:

Country visitedPurposeFromTo
Publications and Patents
  • Current Publications (2009 onwards):
  • Jayamohan,J., Shivashankar,R., Aswathy,M.S. and Vigey Mary, W.2013, Stud­ies on Behav­iour of Foot­ings on Pre­stressed Geogrid Rein­forced Gran­u­lar Bed Over­ly­ing Weak Soil, Geosyn­thet­ics 2013, Cal­i­for­nia, USA, pp: 100 – 109.
  • S.Aswathy, J.Jayamohan and R. Shiv­ashankar, Behav­iour of Pre­stressed Geosyn­thetic Rein­forced Gran­u­lar Bed over­ly­ing Weak Soil, Indian Geot­ech­ni­cal Con­fer­ence, 2013, Roor­kee.
  • Aswathy.M.S, Jayapragash J, Sugavaneswaran.N, M Balasubramanian, “Performance of Sand Compaction Piles in Sandy Silt”, Indian Geotechnical Conference Roorkee, 2013.
  • Scientific Books / Book Chapters: NIL
  • Articles: NIL
  • Patents filed / granted: NIL
  • Processes Developed: NIL
  • Process Under Utilization: NIL

Awards and Distinctions (including fellowships of the learned societies):.

Name of AwardAwarded byAwarded forYear

Professional Experience:

M/s Larsen & Toubro Ltd. – Chennai

Post Graduate Engineer Trainee (2011 – 2012)

Senior Design Engineer (2012 – 2013)

Assistant Engineering Manager (2013 – 2016)

Responsible for: 

Soil Investigation: Preparation of specifications for carrying out soil investigation, BOQ and layout drawings.

Foundation Recommendation: Deciding the type of foundation and· giving bearing capacity for shallow foundation and pile capacity for pile foundation.

Design of Deep Foundation: Pile capacity (both Vertical / Lateral) establishment, Calculation of Reinforcement quantity, percentage of Reinforcement for piles, preparation of drawings, BOQ.

Shoring System: Analysis (using software’s like PLAXIS 2D and 3D, GEO5 and CADSPILE) of Contiguous pile, Diaphragm wall, Secant pile, Soldier Pile, Sheet pile, Soil nailing, open excavation, Soil and Rock anchor.

Ground Improvement: Design of sand compaction pile, stone columns, lime sand piles and   Pavements / Grade-slab: Design and drawings