Master of Engineering (Civil)
CQUniversity, Melbourne Campus, Australia
- Structural design
- Pavement design
- Traffic analysis
- Geotechnical
Civil Engineer
Structures, Transport and Geotechnical. Master of Engineering (Civil) at CQUniversity, Melbourne.
Civil engineer with a Bachelor's from Pulchowk Campus, now completing a Master of Engineering (Civil) in Melbourne.
I have done road survey, design and cost estimation, and taught senior-secondary mathematics. I am looking for a civil engineering role where I can apply design and teamwork skills.
CQUniversity, Melbourne Campus, Australia
Pulchowk Campus, Lalitpur, Nepal
Calcined oyster shell powder and waste glass powder as partial cement replacements in mortar.
Notion Engineering Consultancy Pvt. Ltd., Nepal
Trinity International Secondary School/College, Nepal
Team design of a 15 m span, 30 m long industrial shed. Modelled in SPACE GASS with wind and gravity loads, then checked the rafter, columns and a bolted knee connection to AS 4100.
AS 4100 · AS/NZS 1170 series · SPACE GASS
Design to AS 3600: a two-span prestressed beam (2 × 20 m, three 12-strand tendons) and a three-storey shopping building in Darwin, with flat slab, slab on beams, roof slab, beam and column.
AS 3600 · Hand calculation · Excel
Four flexible pavements and two rigid options for a 34-year design life and about 9.3 million DESA on a CBR 3% subgrade. Damage factors checked in CIRCLY against spreadsheet calculations.
Austroads · CIRCLY · Excel
An existing two-lane highway segment operates at level of service D, while a multilane upgrade or a freeway gives A. Intersections were worked by hand and checked in SIDRA, where a single-lane roundabout gave the lowest delay.
HCM · SIDRA Intersection · Austroads
Research plan to replace 5 to 20% of cement in M4 mortar with calcined oyster shell and waste glass powder. Tests: flow, density, absorption, compressive strength, SEM and XRD. Material preparation is done and heating is under way.
Compressive strength · SEM · XRD
A finite-element model of consolidation under a 100 kPa load with vertical drains, compared with a Terzaghi hand calculation. A brick wall that failed in vertical bending to AS 3700 was replaced with a reinforced masonry design that passed every check.
SigmaW (GeoStudio) · AS 3700 · AutoCAD · SketchUp
Team leader of six. Survey, geometric, pavement and drainage design and a cost estimate for about 2.5 km of district road from the TU Curriculum Development Centre to Umadevi Temple, Kirtipur.
NRRS 2071 · IRC · Road Note 31 · Total station
Open to civil engineering roles in Melbourne and across Australia.
arunsapkota321@gmail.com